 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTB105 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 105  feet, girder spacing is 7.333 feet, and deck overhang width is 3 
                     feet and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot). The width of the base of the single slope rail is 17 inches, and a 2-inch deck 
                     ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) The hold down points are located at 0.35*(Beam Length) from the ends of the beam. 
                     (9) The beam lifting and supporting points are both assumed are 7  feet and 12 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 8.5 ksi and 10 ksi, 
                     respectively.
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_28a7.tmp\BTB105-0_35\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       36.330
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       33.164
Number of spans         =            1
Number of lanes         =            2
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       34.000
Bridge c/s,MI(Ixx), in4 =   1270135.25
 
SPAN DATA
---------
Precast length    , ft =    106.333
Bearing-to-bearing, ft =    105.000
Release span      , ft =    106.333
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1               IA-BTB    3.500    631.7    99980.0  36.00  17.14  34.00   7.167
 2               IA-BTB    7.333    631.7    99980.0  36.00  17.14  34.00   7.333
 3               IA-BTB    7.333    631.7    99980.0  36.00  17.14  34.00   7.333
 4               IA-BTB    7.333    631.7    99980.0  36.00  17.14  34.00   7.333
 5               IA-BTB    7.333    631.7    99980.0  36.00  17.14  34.00   7.165
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =     10.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5772.500        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      8.500 
Eci ,ksi      =   5471.070
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.35L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: YES
------------------------------------------------
Left Barrier Weight, klf                 0.650
Right Barrier Weight, klf                0.650
Left Curb Weight, klf                    0.000
Right Curb Weight, klf                   0.000
Left Sidewalk, klf                       0.000
Right Sidewalk, klf                      0.000
Future Wearing Surface, ksf              0.020
Sacrificial Wearing Surface, in          0.750
Stay in Place Deck Forms, klf            0.000
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.035    0.00       0.035  105.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052  105.00   Addtional Overhang Load
   1    1    DC Line        0.067    0.00       0.067  105.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  105.00   Additional Haunch Load
   1    2    DC Line        0.069    0.00       0.069  105.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  105.00   Additional Haunch Load
   1    3    DC Line        0.069    0.00       0.069  105.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  105.00   Additional Haunch Load
   1    4    DC Line        0.069    0.00       0.069  105.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  105.00   Additional Haunch Load
   1    5    DC Line        0.067    0.00       0.067  105.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   52.500
   1    2        0.500   52.500
   1    3        0.500   52.500
   1    4        0.500   52.500
   1    5        0.250   52.500
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.590    0.00       0.590  105.00   Left Barrier Weight
   1    DC Line        0.590    0.00       0.590  105.00   Right Barrier Weight
   1    DW Area        0.020   33.16          -       -    Future Wearing Surface
 
TEMPERATURE LOADS
-----------------
 
LIVE LOADS
----------
Live load deflection: included.
ID: Design Lane (Type: Design Lane)
ID: Design Tandem (Type: Design Tandem)
ID: Design Truck (Type: Design Truck)
 
Pedestrian Load - NONE
 

ANALYSIS DATA:
--------------
ANALYSIS PARAMETERS DATA
------------------------
 
  Truck impact:       1.330 
  Lane  impact:       1.000 
  Strength II impact: 1.330 
  Fatigue impact:     1.150 
 
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
 
  Include sacrificial deck thick in ts:                     NO   
  Is Span Post-tensioned:                                   NO   
  Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO   
  ADTT (Average Daily Truck Traffic)    :                   5000 
  Percent of the specified force effect :                   1.00 
  Apply reduction of Moment for skew:                       NO   
 
NOTE: Beam specific dead and live load DFs are printed in beam level reports.
 
LOAD FACTORS: (Table 3.4.1-1 & 3.4.1-2)
---------------------------------------
 
               Live DC(max) DC(min) DW(max) DW(min) 
----------------------------------------------------
  Service I:   1.00    1.00    1.00    1.00    1.00 
  Service III: 0.80    1.00    1.00    1.00    1.00 
  Strength I:  1.75    1.25    0.90    1.50    0.65 
  Fatigue I:   1.75    -       -       -       -    
 
 
----------
 
  Ductility Factor:  1.00 
  Redundancy Factor: 1.00 
  Importance Factor: 1.00 
 
----------------------------------------------------------------------------------------------------


PROJECT PARAMETERS DATA:
------------------------
SPAN TO DEPTH RATIO (Table 2.5.2.6.3-1):
----------------------------------------
 
  Span Computed Allowable Status 
---------------------------------
     1   0.034*     0.045 NG     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              8.50 ksi 
  Elasticity          5471.1 ksi 
  Max comp              5.52 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.70 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength     10.00 ksi    4.00 ksi 
  Elasticity 5772.50 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    6.00 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.50 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.60 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    8.50       10.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    8.50       10.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    8.50       10.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    8.50       10.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    8.50       10.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 50 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 37.22 ft from member end )
 
END PATTERN (Ycg = 9.68 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
  2 @ 22.000 in  2 @ 24.000 in  2 @ 26.000 in  2 @ 28.000 in 
  2 @ 30.000 in  2 @ 32.000 in                               
 
MID PATTERN (Ycg = 4.88 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in 2 @ 12.000 in                             
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    2.50   0.1250   0.3333 Yes       
       2 US#6[M19]  60.0  0.88    2.50   0.3333   0.5417 No        
       2 US#6[M19]  60.0  0.88    2.50   0.5417   0.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.00   0.7500   1.0833 No        
       2 US#6[M19]  60.0  0.88    4.00   1.0833   1.4167 Yes       
       2 US#6[M19]  60.0  0.88    4.00   1.4167   1.7500 No        
       2 US#6[M19]  60.0  0.88    6.00   1.7500   3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00   3.7500   4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.4167  11.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.1667  24.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  24.1667  36.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  36.6667  69.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  69.6667  82.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  82.1667  95.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  95.1667 101.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 101.9167 102.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 102.5833 104.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 104.5833 104.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 104.9167 105.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 105.2500 105.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 105.5833 105.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 105.7917 106.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 106.0000 106.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 106.2083 106.3333 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 106.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
 50 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 37.22 ft from member end )
 
END PATTERN (Ycg = 9.68 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
  2 @ 22.000 in  2 @ 24.000 in  2 @ 26.000 in  2 @ 28.000 in 
  2 @ 30.000 in  2 @ 32.000 in                               
 
MID PATTERN (Ycg = 4.88 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in 2 @ 12.000 in                             
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    2.50   0.1250   0.3333 Yes       
       2 US#6[M19]  60.0  0.88    2.50   0.3333   0.5417 No        
       2 US#6[M19]  60.0  0.88    2.50   0.5417   0.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.00   0.7500   1.0833 No        
       2 US#6[M19]  60.0  0.88    4.00   1.0833   1.4167 Yes       
       2 US#6[M19]  60.0  0.88    4.00   1.4167   1.7500 No        
       2 US#6[M19]  60.0  0.88    6.00   1.7500   3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00   3.7500   4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.4167  11.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.1667  24.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  24.1667  36.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  36.6667  69.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  69.6667  82.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  82.1667  95.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  95.1667 101.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 101.9167 102.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 102.5833 104.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 104.5833 104.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 104.9167 105.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 105.2500 105.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 105.5833 105.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 105.7917 106.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 106.0000 106.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 106.2083 106.3333 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 106.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
 50 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 37.22 ft from member end )
 
END PATTERN (Ycg = 9.68 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
  2 @ 22.000 in  2 @ 24.000 in  2 @ 26.000 in  2 @ 28.000 in 
  2 @ 30.000 in  2 @ 32.000 in                               
 
MID PATTERN (Ycg = 4.88 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in 2 @ 12.000 in                             
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    2.50   0.1250   0.3333 Yes       
       2 US#6[M19]  60.0  0.88    2.50   0.3333   0.5417 No        
       2 US#6[M19]  60.0  0.88    2.50   0.5417   0.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.00   0.7500   1.0833 No        
       2 US#6[M19]  60.0  0.88    4.00   1.0833   1.4167 Yes       
       2 US#6[M19]  60.0  0.88    4.00   1.4167   1.7500 No        
       2 US#6[M19]  60.0  0.88    6.00   1.7500   3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00   3.7500   4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.4167  11.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.1667  24.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  24.1667  36.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  36.6667  69.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  69.6667  82.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  82.1667  95.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  95.1667 101.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 101.9167 102.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 102.5833 104.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 104.5833 104.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 104.9167 105.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 105.2500 105.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 105.5833 105.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 105.7917 106.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 106.0000 106.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 106.2083 106.3333 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 106.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
 50 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 37.22 ft from member end )
 
END PATTERN (Ycg = 9.68 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
  2 @ 22.000 in  2 @ 24.000 in  2 @ 26.000 in  2 @ 28.000 in 
  2 @ 30.000 in  2 @ 32.000 in                               
 
MID PATTERN (Ycg = 4.88 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in 2 @ 12.000 in                             
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    2.50   0.1250   0.3333 Yes       
       2 US#6[M19]  60.0  0.88    2.50   0.3333   0.5417 No        
       2 US#6[M19]  60.0  0.88    2.50   0.5417   0.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.00   0.7500   1.0833 No        
       2 US#6[M19]  60.0  0.88    4.00   1.0833   1.4167 Yes       
       2 US#6[M19]  60.0  0.88    4.00   1.4167   1.7500 No        
       2 US#6[M19]  60.0  0.88    6.00   1.7500   3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00   3.7500   4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.4167  11.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.1667  24.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  24.1667  36.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  36.6667  69.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  69.6667  82.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  82.1667  95.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  95.1667 101.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 101.9167 102.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 102.5833 104.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 104.5833 104.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 104.9167 105.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 105.2500 105.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 105.5833 105.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 105.7917 106.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 106.0000 106.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 106.2083 106.3333 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 106.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
 50 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 37.22 ft from member end )
 
END PATTERN (Ycg = 9.68 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
  2 @ 22.000 in  2 @ 24.000 in  2 @ 26.000 in  2 @ 28.000 in 
  2 @ 30.000 in  2 @ 32.000 in                               
 
MID PATTERN (Ycg = 4.88 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in 2 @ 12.000 in                             
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    2.50   0.1250   0.3333 Yes       
       2 US#6[M19]  60.0  0.88    2.50   0.3333   0.5417 No        
       2 US#6[M19]  60.0  0.88    2.50   0.5417   0.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.00   0.7500   1.0833 No        
       2 US#6[M19]  60.0  0.88    4.00   1.0833   1.4167 Yes       
       2 US#6[M19]  60.0  0.88    4.00   1.4167   1.7500 No        
       2 US#6[M19]  60.0  0.88    6.00   1.7500   3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00   3.7500   4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.4167  11.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.1667  24.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  24.1667  36.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  36.6667  69.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  69.6667  82.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  82.1667  95.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  95.1667 101.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 101.9167 102.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 102.5833 104.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 104.5833 104.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 104.9167 105.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 105.2500 105.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 105.5833 105.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 105.7917 106.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 106.0000 106.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 106.2083 106.3333 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 106.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 

Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  36.33 ft
Type      : I-Girder                            Curb-to-curb       =  33.16 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  7.33 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  85.998 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  105.00
     DC  Line       0.052      0.00       0.052  105.00
     DC  Line       0.067      0.00       0.067  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.333 ft
Release length = 106.333 ft
Design  length = 105.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.566   (Calculated)    
Live Moment (1  lane  loaded)  : 0.695   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.831   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.935   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 1
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        631.7 in2           1136.8 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           252852 in4#
Ht. of c.g.           =        17.14 in             27.42 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1370.0 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7391

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     1.84     9.97    20.60    31.23    41.87    52.50
 
Precast: (At Release, using Ec =  5471.1 ksi )
  Area    , in2    640.2    670.1    663.8    677.4    677.4    677.4    677.4    677.4
  Yb      ,  in    17.05    16.74    16.80    16.54    16.45    16.36    16.31    16.31
  MI(Ixx) , in4   100354   101767   101457   103304   104415   105686   106382   106382
Composite: (At Final, using Ec =  5772.5 ksi )
  Area    , in2   1144.8   1172.7   1166.9   1179.6   1179.6   1179.6   1179.6   1179.6
  Yb      ,  in    27.30    26.89    26.98    26.73    26.68    26.63    26.60    26.60
  MI(Ixx) , in4   255126   263272   261539   267892   270125   272514   273766   273766

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.50  ksi   
  Elasticity         =     5471.1 ksi   
  Max comp           =       5.53 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.70 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =      10.00 ksi           4.00 ksi
  Elasticity         =    5772.50 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       6.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.50 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       4.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.60 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  50 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 37.22 ft from member end )
END PATTERN (Ycg = 9.68 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in
     2 @ 22.000 in     2 @ 24.000 in     2 @ 26.000 in     2 @ 28.000 in
     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.88 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in     2 @ 12.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in

SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
11      2     6.00 in  6.00 in   3.00 ft    0.00 ft   9.00 in      73.0  %  42.8 kips
13      2     6.00 in  6.00 in   3.00 ft    0.00 ft   5.00 in      73.0  %  42.8 kips
16      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
18      2     4.00 in  4.00 in   6.00 ft    0.00 ft   7.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.2 ksi
Total Strand Area     =   10.85 in2      Initial Pull          =     2128.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     10.571 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     13.214 ft
Holddown Force        =  22.836 kips     Beam Shrtng (PL/AE)   =      0.748 in
 
 
Span: 1, Beam: 1
 
ESTIMATED QUANTITIES
 
  Prestressing   Strands                Beam    Concrete  Stirrups  Longitudinal Bars 
   (linear ft) (LB/1000ft)   (LB)    Vol(C.Y.)   Wt(LB)     (LB)           (LB)       
--------------------------------------------------------------------------------------
      5317.560         740 3934.994     17.276 69969.680   855.574     673.062        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.50       0.1250      0.3333    Yes
      2      US#6[M19]       60.00        0.88       2.50       0.3333      0.5417     No
      2      US#6[M19]       60.00        0.88       2.50       0.5417      0.7500    Yes
      2      US#6[M19]       60.00        0.88       4.00       0.7500      1.0833     No
      2      US#6[M19]       60.00        0.88       4.00       1.0833      1.4167    Yes
      2      US#6[M19]       60.00        0.88       4.00       1.4167      1.7500     No
      2      US#6[M19]       60.00        0.88       6.00       1.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167     11.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.1667     24.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.1667     36.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      36.6667     69.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      69.6667     82.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      82.1667     95.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      95.1667    101.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00     101.9167    102.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00     102.5833    104.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00     104.5833    104.9167     No
      2      US#6[M19]       60.00        0.88       4.00     104.9167    105.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00     105.2500    105.5833     No
      2      US#6[M19]       60.00        0.88       2.50     105.5833    105.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50     105.7917    106.0000     No
      2      US#6[M19]       60.00        0.88       2.50     106.0000    106.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50     106.2083    106.3333     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 106.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 10.8500 in2       Ycg =  4.88 in
         P_init    =     2128.7 kips  Ecc = 12.26 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5471 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.73 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.979 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.65 ksi    0.00 ksi
    due to Composite Loads                                 -2.39 ksi    0.00 ksi
    due to Live Loads                                      -7.91 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         6.32 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        17.74 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.73 ksi  (10.56 %)             8.51 ksi ( 4.34 %)
Total Prestress Losses                                    29.24 ksi (14.90 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.2 ksi < 0.75 fpu, OK 
     initial fpe = 167.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    78.8    62.6   311.6   572.0   758.0   869.6   906.8
(Max)       V      34.5    33.0    33.3    28.0    21.0    14.0     7.0     0.0
DL-Prec.  : M       0.0    18.5    14.7    73.2   134.4   178.1   204.3   213.0
DC(Max)     V       8.1     7.8     7.8     6.6     4.9     3.3     1.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    85.3    67.7   337.2   618.9   820.2   940.9   981.2
Haunch (Max)V      37.4    35.7    36.1    30.3    22.7    15.1     7.6     0.0
Diaphragm : M       0.0     0.3     0.2     1.2     2.6     3.9     5.2     6.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.3    22.4   111.8   205.2   271.9   311.9   325.2
DC(Max)     V      12.4    11.8    12.0    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    15.9    12.6    62.8   115.3   152.8   175.3   182.8
DW(Max)     V       7.0     6.7     6.7     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   190.5   151.3   749.2  1362.6  1784.0  2034.7  2102.7
            V     113.0   109.5   110.3    98.1    82.8    67.5    46.2    30.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   113.0   109.5   110.3    98.1    83.8    70.1    57.1    44.7
            M       0.0   196.9   156.7   749.2  1283.7  1628.8  1777.3  1744.2
Total     : M+      0.0   417.6   331.6  1647.0  3010.9  3968.8  4542.0  4718.3
            V     212.5   204.6   206.3   178.7   143.3   107.8    66.4    31.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   212.5   204.6   206.3   178.7   144.3   110.5    77.3    44.8
            M       0.0   424.0   337.0  1647.0  2932.1  3813.7  4284.6  4359.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  103.16  102.67  105.00
Self wt.  : M     869.6   758.0   572.0   311.6    62.6    78.8     0.0
(Max)       V       7.0    14.0    21.0    28.0    33.3    33.0    34.5
DL-Prec.  : M     204.3   178.1   134.4    73.2    14.7    18.5     0.0
DC(Max)     V       1.6     3.3     4.9     6.6     7.8     7.8     8.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     940.9   820.2   618.9   337.2    67.7    85.3     0.0
Haunch (Max)V       7.6    15.1    22.7    30.3    36.1    35.7    37.4
Diaphragm : M       5.2     3.9     2.6     1.2     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     311.9   271.9   205.2   111.8    22.4    28.3     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    12.0    11.8    12.4
DL-Comp   : M     175.3   152.8   115.3    62.8    12.6    15.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.7     6.7     7.0
LL + I    : M+   2034.7  1784.0  1362.6   749.2   151.3   190.5     0.0
            V      46.2    67.5    82.8    98.1   110.3   109.5   113.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.1    70.1    83.8    98.1   110.3   109.5   113.0
            M    1777.3  1628.8  1283.7   749.2   156.7   196.9    -0.0
Total     : M+   4542.0  3968.8  3010.9  1647.0   331.6   417.6     0.0
            V      66.4   107.8   143.3   178.7   206.3   204.6   212.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    77.3   110.5   144.3   178.7   206.3   204.6   212.5
            M    4284.6  3813.7  2932.1  1647.0   337.0   424.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               34.5             34.5
Deck+Haunch            37.4             37.4
Diaphragm               0.1              0.1
DL-Prec.(DC)            8.1              8.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           61.9             61.9
DL-Comp.(DW)           34.8             34.8
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    78.8    62.6   311.6   572.0   758.0   869.6   906.8
(Max)       V      34.5    33.0    33.3    28.0    21.0    14.0     7.0     0.0
DL-Prec.  : M       0.0    18.5    14.7    73.2   134.4   178.1   204.3   213.0
DC(Max)     V       8.1     7.8     7.8     6.6     4.9     3.3     1.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    85.3    67.7   337.2   618.9   820.2   940.9   981.2
Haunch (Max)V      37.4    35.7    36.1    30.3    22.7    15.1     7.6     0.0
Diaphragm : M       0.0     0.3     0.2     1.2     2.6     3.9     5.2     6.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.3    22.4   111.8   205.2   271.9   311.9   325.2
DC(Max)     V      12.4    11.8    12.0    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    15.9    12.6    62.8   115.3   152.8   175.3   182.8
DW(Max)     V       7.0     6.7     6.7     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   152.4   121.0   599.4  1090.0  1427.2  1627.8  1682.1
            V      90.4    87.6    88.2    78.5    66.2    54.0    36.9    24.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    90.4    87.6    88.2    78.5    67.0    56.1    45.7    35.7
            M       0.0   157.5   125.4   599.4  1027.0  1303.1  1421.9  1395.3
Total     : M+      0.0   379.5   301.3  1497.2  2738.4  3612.0  4135.0  4297.8
            V     189.9   182.7   184.2   159.1   126.7    94.4    57.2    24.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   189.9   182.7   184.2   159.1   127.6    96.5    65.9    35.9
            M       0.0   384.6   305.6  1497.2  2675.3  3487.9  3929.2  4011.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  103.16  102.67  105.00
Self wt.  : M     869.6   758.0   572.0   311.6    62.6    78.8     0.0
(Max)       V       7.0    14.0    21.0    28.0    33.3    33.0    34.5
DL-Prec.  : M     204.3   178.1   134.4    73.2    14.7    18.5     0.0
DC(Max)     V       1.6     3.3     4.9     6.6     7.8     7.8     8.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     940.9   820.2   618.9   337.2    67.7    85.3     0.0
Haunch (Max)V       7.6    15.1    22.7    30.3    36.1    35.7    37.4
Diaphragm : M       5.2     3.9     2.6     1.2     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     311.9   271.9   205.2   111.8    22.4    28.3     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    12.0    11.8    12.4
DL-Comp   : M     175.3   152.8   115.3    62.8    12.6    15.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.7     6.7     7.0
LL + I    : M+   1627.8  1427.2  1090.0   599.4   121.0   152.4     0.0
            V      36.9    54.0    66.2    78.5    88.2    87.6    90.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    45.7    56.1    67.0    78.5    88.2    87.6    90.4
            M    1421.9  1303.1  1027.0   599.4   125.4   157.5    -0.0
Total     : M+   4135.0  3612.0  2738.4  1497.2   301.3   379.5     0.0
            V      57.2    94.4   126.7   159.1   184.2   182.7   189.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    65.9    96.5   127.6   159.1   184.2   182.7   189.9
            M    3929.2  3487.9  2675.3  1497.2   305.6   384.6    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    98.5    78.2   389.5   715.0   947.5  1087.0  1133.5
(Max)       V      43.2    41.3    41.7    35.0    26.2    17.5     8.7     0.0
Self wt.  : M       0.0    70.9    56.3   280.5   514.8   682.2   782.7   816.2
(Min)       V      31.1    29.7    30.0    25.2    18.9    12.6     6.3     0.0
DL-Prec.  : M       0.0    23.1    18.4    91.5   168.0   222.6   255.4   266.3
DC(Max)     V      10.1     9.7     9.8     8.2     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0    16.7    13.2    65.9   120.9   160.3   183.9   191.7
DC(Min)     V       7.3     7.0     7.0     5.9     4.4     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   106.6    84.6   421.5   773.7  1025.2  1176.2  1226.5
Haunch (Max)V      46.7    44.6    45.1    37.9    28.4    18.9     9.5     0.0
Deck +    : M       0.0    76.8    60.9   303.5   557.0   738.2   846.8   883.1
Haunch (Min)V      33.6    32.1    32.5    27.3    20.4    13.6     6.8     0.0
Diaphragm : M       0.0     0.4     0.3     1.6     3.2     4.9     6.5     8.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     1.1     2.3     3.5     4.7     5.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    35.3    28.1   139.7   256.4   339.8   389.9   406.5
DC(Max)     V      15.5    14.8    14.9    12.5     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    25.4    20.2   100.6   184.6   244.7   280.7   292.7
DC(Min)     V      11.2    10.7    10.8     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    23.8    18.9    94.2   173.0   229.2   262.9   274.2
DW(Max)     V      10.4    10.0    10.1     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.3     8.2    40.8    74.9    99.3   113.9   118.8
DW(Min)     V       4.5     4.3     4.4     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   333.4   264.8  1311.1  2384.5  3121.9  3560.7  3679.7
            V     197.8   191.7   192.9   171.7   144.9   118.0    80.8    54.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   197.8   191.7   192.9   171.7   146.6   122.7    99.9    78.2
            M       0.0   344.6   274.2  1311.1  2246.5  2850.5  3110.4  3052.3
Total     : M+      0.0   621.2   493.3  2449.1  4473.8  5891.2  6738.7  6994.9
            V     323.9   312.2   314.7   273.9   221.6   169.2   106.5    54.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   323.9   312.2   314.7   273.9   223.3   173.9   125.6    78.3
            M       0.0   632.4   502.7  2449.1  4335.8  5619.7  6288.3  6367.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  103.16  102.67  105.00
Self wt.  : M    1087.0   947.5   715.0   389.5    78.2    98.5     0.0
(Max)       V       8.7    17.5    26.2    35.0    41.7    41.3    43.2
Self wt.  : M     782.7   682.2   514.8   280.5    56.3    70.9     0.0
(Min)       V       6.3    12.6    18.9    25.2    30.0    29.7    31.1
DL-Prec.  : M     255.4   222.6   168.0    91.5    18.4    23.1     0.0
DC(Max)     V       2.1     4.1     6.2     8.2     9.8     9.7    10.1
DL-Prec.  : M     183.9   160.3   120.9    65.9    13.2    16.7     0.0
DC(Min)     V       1.5     3.0     4.4     5.9     7.0     7.0     7.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1176.2  1025.2   773.7   421.5    84.6   106.6     0.0
Haunch (Max)V       9.5    18.9    28.4    37.9    45.1    44.6    46.7
Deck +    : M     846.8   738.2   557.0   303.5    60.9    76.8     0.0
Haunch (Min)V       6.8    13.6    20.4    27.3    32.5    32.1    33.6
Diaphragm : M       6.5     4.9     3.2     1.6     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.7     3.5     2.3     1.1     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     389.9   339.8   256.4   139.7    28.1    35.3     0.0
DC(Max)     V       3.1     6.3     9.4    12.5    14.9    14.8    15.5
DL-Comp   : M     280.7   244.7   184.6   100.6    20.2    25.4     0.0
DC(Min)     V       2.3     4.5     6.8     9.0    10.8    10.7    11.2
DL-Comp   : M     262.9   229.2   173.0    94.2    18.9    23.8     0.0
DW(Max)     V       2.1     4.2     6.3     8.5    10.1    10.0    10.4
DL-Comp   : M     113.9    99.3    74.9    40.8     8.2    10.3     0.0
DW(Min)     V       0.9     1.8     2.8     3.7     4.4     4.3     4.5
LL + I    : M+   3560.7  3121.9  2384.5  1311.1   264.8   333.4     0.0
            V      80.8   118.0   144.9   171.7   192.9   191.7   197.8
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    99.9   122.7   146.6   171.7   192.9   191.7   197.8
            M    3110.4  2850.5  2246.5  1311.1   274.2   344.6    -0.0
Total     : M+   6738.7  5891.2  4473.8  2449.1   493.3   621.2     0.0
            V     106.5   169.2   221.6   273.9   314.7   312.2   323.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   125.6   173.9   223.3   273.9   314.7   312.2   323.9
            M    6288.3  5619.7  4335.8  2449.1   502.7   632.4    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.2             43.2
Deck+Haunch            46.7             46.7
Diaphragm               0.2              0.2
DL-Prec.(DC)           10.1             10.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.4             77.4
DL-Comp.(DW)           52.2             52.2
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    78.8    62.6   311.6   572.0   758.0   869.6   906.8
(Max)       V      34.5    33.0    33.3    28.0    21.0    14.0     7.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    18.5    14.7    73.2   134.4   178.1   204.3   213.0
DC(Max)     V       8.1     7.8     7.8     6.6     4.9     3.3     1.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    85.3    67.7   337.2   618.9   820.2   940.9   981.2
Haunch (Max)V      37.4    35.7    36.1    30.3    22.7    15.1     7.6     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.2     1.2     2.6     3.9     5.2     6.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    28.3    22.4   111.8   205.2   271.9   311.9   325.2
DC(Max)     V      12.4    11.8    12.0    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    15.9    12.6    62.8   115.3   152.8   175.3   182.8
DW(Max)     V       7.0     6.7     6.7     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   187.7   149.2   729.7  1300.5  1696.5  1903.0  1895.1
            V     112.0   108.8   109.5    98.4    84.9    64.6    51.0    37.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.0   108.8   109.5    98.4    84.9    71.3    57.8    44.2
            M       0.0   187.7   149.2   729.7  1300.5  1657.1  1799.3  1727.2
Total     : M+      0.0   414.8   329.4  1627.5  2948.9  3881.3  4410.2  4510.8
            V     211.5   203.9   205.5   179.1   145.4   105.0    71.3    37.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   211.5   203.9   205.5   179.1   145.4   111.7    78.0    44.4
            M       0.0   414.8   329.4  1627.5  2948.9  3841.9  4306.6  4342.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  103.16  102.67  105.00
Self wt.  : M     869.6   758.0   572.0   311.6    62.6    78.8     0.0
(Max)       V       7.0    14.0    21.0    28.0    33.3    33.0    34.5
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     204.3   178.1   134.4    73.2    14.7    18.5     0.0
DC(Max)     V       1.6     3.3     4.9     6.6     7.8     7.8     8.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     940.9   820.2   618.9   337.2    67.7    85.3     0.0
Haunch (Max)V       7.6    15.1    22.7    30.3    36.1    35.7    37.4
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.2     3.9     2.6     1.2     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     311.9   271.9   205.2   111.8    22.4    28.3     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    12.0    11.8    12.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     175.3   152.8   115.3    62.8    12.6    15.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.7     6.7     7.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1903.0  1696.5  1300.5   729.7   149.2   187.7     0.0
            V      51.0    64.6    84.9    98.4   109.5   108.8   112.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.8    71.3    84.9    98.4   109.5   108.8   112.0
            M    1799.3  1657.1  1300.5   729.7   149.2   187.7     0.0
Total     : M+   4410.2  3881.3  2948.9  1627.5   329.4   414.8     0.0
            V      71.3   105.0   145.4   179.1   205.5   203.9   211.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    78.0   111.7   145.4   179.1   205.5   203.9   211.5
            M    4306.6  3841.9  2948.9  1627.5   329.4   414.8     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.232   0.757   1.337   1.742   1.983   2.065   1.882 
Bottom        -0.201  -0.643  -1.125  -1.451  -1.643  -1.711  -1.564 
 
Prestress
Precast-top    0.425  -0.160  -0.650  -1.128  -1.361  -1.361  -1.361 
Bottom         4.613   5.951   6.334   6.699   6.875   6.875   6.875 
 
Total
Precast-top    0.657   0.596   0.687   0.615   0.621   0.704   0.521 
Bottom         4.412   5.308   5.209   5.248   5.232   5.163   5.311 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.48 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top    0.110   0.368   0.329  -0.139  -0.562  -0.976  -1.178  -1.178
Bottom         0.921   3.991   3.366   5.149   5.480   5.796   5.948   5.948
 
Self wt.
Precast-top   -0.000   0.179   0.142   0.704   1.285   1.690   1.931   2.014
Bottom        -0.000  -0.156  -0.124  -0.599  -1.082  -1.408  -1.600  -1.669
 
DL-Prec (DC)
Precast-top   -0.000   0.042   0.033   0.165   0.302   0.397   0.454   0.473
Bottom        -0.000  -0.037  -0.029  -0.141  -0.254  -0.331  -0.376  -0.392
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.003   0.006   0.009   0.012   0.015
Bottom        -0.000  -0.001  -0.000  -0.002  -0.005  -0.007  -0.010  -0.012
 
Deck + Haunch
Precast-top   -0.000   0.194   0.154   0.762   1.390   1.829   2.089   2.179
Bottom        -0.000  -0.168  -0.135  -0.648  -1.170  -1.523  -1.731  -1.806
 
DL-Comp (DC)
Topping-top   -0.000   0.017   0.013   0.065   0.118   0.156   0.178   0.186
Precast-top   -0.000   0.012   0.009   0.046   0.085   0.112   0.128   0.134
Bottom        -0.000  -0.035  -0.028  -0.134  -0.243  -0.319  -0.364  -0.379
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.036   0.067   0.088   0.100   0.105
Precast-top   -0.000   0.007   0.005   0.026   0.048   0.063   0.072   0.075
Bottom        -0.000  -0.019  -0.016  -0.075  -0.137  -0.179  -0.204  -0.213
 
LL+I(+)
Topping-top   -0.000   0.111   0.089   0.435   0.786   1.023   1.163   1.202
Precast-top   -0.000   0.079   0.063   0.311   0.564   0.736   0.838   0.866
Bottom        -0.000  -0.233  -0.187  -0.897  -1.615  -2.092  -2.373  -2.452
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.137   0.109   0.536   0.971   1.267   1.442   1.493 
Precast-top    0.110   0.881   0.736   1.880   3.118   3.861   4.347   4.578 
Bottom         0.921   3.343   2.847   2.653   0.975  -0.063  -0.710  -0.975 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.026   0.021   0.101   0.185   0.244   0.279   0.290 
Precast-top    0.110   0.802   0.673   1.568   2.554   3.125   3.509   3.712 
Bottom         0.921   3.576   3.034   3.550   2.590   2.029   1.662   1.477 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.232   0.757   1.337   1.742   1.983   2.065   1.882 
Bottom        -0.201  -0.643  -1.125  -1.451  -1.643  -1.711  -1.564 
 
Prestress
Precast-top    0.425  -0.160  -0.650  -1.128  -1.361  -1.361  -1.361 
Bottom         4.613   5.951   6.334   6.699   6.875   6.875   6.875 
 
Total
Precast-top    0.657   0.596   0.687   0.615   0.621   0.704   0.521 
Bottom         4.412   5.308   5.209   5.248   5.232   5.163   5.311 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.48 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top    0.110   0.368   0.329  -0.139  -0.562  -0.976  -1.178  -1.178
Bottom         0.921   3.991   3.366   5.149   5.480   5.796   5.948   5.948
 
Self wt.
Precast-top   -0.000   0.179   0.142   0.704   1.285   1.690   1.931   2.014
Bottom        -0.000  -0.156  -0.124  -0.599  -1.082  -1.408  -1.600  -1.669
 
DL-Prec (DC)
Precast-top   -0.000   0.042   0.033   0.165   0.302   0.397   0.454   0.473
Bottom        -0.000  -0.037  -0.029  -0.141  -0.254  -0.331  -0.376  -0.392
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.003   0.006   0.009   0.012   0.015
Bottom        -0.000  -0.001  -0.000  -0.002  -0.005  -0.007  -0.010  -0.012
 
Deck + Haunch
Precast-top   -0.000   0.194   0.154   0.762   1.390   1.829   2.089   2.179
Bottom        -0.000  -0.168  -0.135  -0.648  -1.170  -1.523  -1.731  -1.806
 
DL-Comp (DC)
Topping-top   -0.000   0.017   0.013   0.065   0.118   0.156   0.178   0.186
Precast-top   -0.000   0.012   0.009   0.046   0.085   0.112   0.128   0.134
Bottom        -0.000  -0.035  -0.028  -0.134  -0.243  -0.319  -0.364  -0.379
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.036   0.067   0.088   0.100   0.105
Precast-top   -0.000   0.007   0.005   0.026   0.048   0.063   0.072   0.075
Bottom        -0.000  -0.019  -0.016  -0.075  -0.137  -0.179  -0.204  -0.213
 
LL+I(+)
Topping-top   -0.000   0.089   0.071   0.348   0.629   0.819   0.931   0.962
Precast-top   -0.000   0.063   0.050   0.249   0.451   0.589   0.671   0.693
Bottom        -0.000  -0.187  -0.150  -0.718  -1.292  -1.673  -1.898  -1.961
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.115   0.091   0.449   0.814   1.062   1.209   1.252 
Precast-top    0.110   0.865   0.723   1.817   3.005   3.714   4.179   4.405 
Bottom         0.921   3.389   2.884   2.832   1.298   0.355  -0.236  -0.484 
 

 
 
Span : 1, Beam : 1, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
F_LL+I(+)
Topping-top   -0.000   0.110   0.087   0.423   0.750   0.973   1.088   1.083
Precast-top   -0.000   0.078   0.062   0.303   0.539   0.700   0.784   0.781
Bottom        -0.000  -0.230  -0.185  -0.874  -1.541  -1.989  -2.219  -2.210
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.123   0.098   0.474   0.843   1.095   1.227   1.229 
Precast-top    0.055   0.479   0.398   1.087   1.815   2.263   2.538   2.637 
Bottom         0.460   1.558   1.332   0.901  -0.246  -0.975  -1.388  -1.471 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 1,  STRENGTH I
Using General Beta Theta Equation procedure - Art.5.7.3.4
Location (ft)
     Vu      bv    de     Aps      Vp    eps_x  Theta  Vs-reqd    Av/s    Av-prvd   Al_reqd
   (kips)   (in)  (in)   (in2)   (kips)                 (kips)  (in2/ft)  (in2/ft)   (in2)

    Mcor     a     dv      fpo   vu/fc   Vc-com  Beta  Max.spc.  min.Av/s  pVn/Vu       
    (kft)   (in)  (in)    (ksi)          (kips)          (in)    (in2/ft)             
*******************************************************************************************
Bearing :   0.67
    323.9    6.5   39.1    1.070   4.4   6.00e-3 50.0    333.7     2.065    4.224      0.00
      0.0    1.3   38.5     42.0 0.142      21.8 0.87    12.00     0.130    1.751 
Transfer:   3.00
    312.2    6.5   39.1    5.415  19.8  -0.13e-3 28.6    201.7     0.604    1.760      0.00
    632.4    5.5   36.4    189.0 0.138     125.4 5.31    12.00     0.130    1.760 
Critical:   3.60
    308.5    6.5   38.3    5.957  19.8  -0.16e-3 28.4    198.2     0.609    1.760      0.00
    797.3    6.0   35.3    189.0 0.141     124.8 5.45    12.00     0.130    1.729 
0.1L    :  10.63
    273.9    6.5   38.1    9.413  19.8  -0.19e-3 28.3    160.0     0.503    0.827      0.00
   2449.1   10.3   34.3    189.0 0.128     124.6 5.59    12.00     0.130    1.338 
0.2L    :  21.27
    223.3    6.5   37.3   10.850  19.8  -0.08e-3 28.7    116.7     0.381    0.620      0.00
   4335.8   11.0   33.6    189.0 0.105     111.7 5.12    24.00     0.130    1.296 
0.3L    :  31.90
    173.9    6.5   38.7   10.850  19.8   0.13e-3 29.5     74.6     0.242    0.496      0.00
   5619.7   11.1   34.8    189.0 0.077      98.9 4.37    24.00     0.130    1.405 
0.4L    :  42.53
    125.6    6.5   39.4   10.850   0.0   0.66e-3 31.3     65.7     0.225    0.413      0.00
   6288.3   11.1   35.4    189.0 0.061      73.9 3.21    24.00     0.130    1.392 
0.5L    :  53.17
     78.3    6.5   39.4   10.850   0.0   0.60e-3 31.1     10.6     0.130    0.413      0.00
   6367.5   11.1   35.4    189.0 0.038      76.4 3.32    24.00     0.130    2.273 
0.6L    :  63.80
    125.6    6.5   39.4   10.850   0.0   0.66e-3 31.3     65.7     0.225    0.413      0.00
   6288.3   11.1   35.4    189.0 0.061      73.9 3.21    24.00     0.130    1.392 
0.7L    :  74.43
    173.9    6.5   38.7   10.850  19.8   0.13e-3 29.5     74.6     0.242    0.496      0.00
   5619.7   11.1   34.8    189.0 0.077      98.9 4.37    24.00     0.130    1.405 
0.8L    :  85.07
    223.3    6.5   37.3   10.850  19.8  -0.08e-3 28.7    116.7     0.381    0.620      0.00
   4335.8   11.0   33.6    189.0 0.105     111.7 5.12    24.00     0.130    1.296 
0.9L    :  95.70
    273.9    6.5   38.1    9.413  19.8  -0.19e-3 28.3    160.0     0.503    0.827      0.00
   2449.1   10.3   34.3    189.0 0.128     124.6 5.59    12.00     0.130    1.338 
Critical: 102.73
    308.9    6.5   38.2    5.931  19.8  -0.16e-3 28.4    198.7     0.610    1.760      0.00
    778.2    5.9   35.3    189.0 0.141     124.7 5.44    12.00     0.130    1.728 
Transfer: 103.33
    312.2    6.5   39.1    5.415  19.8  -0.13e-3 28.6    201.7     0.604    1.760      0.00
    632.4    5.5   36.4    189.0 0.138     125.4 5.31    12.00     0.130    1.760 
Bearing : 105.67
    323.9    6.5   39.1    1.070   4.4   6.00e-3 50.0    333.7     2.065    4.224      0.00
      0.0    1.3   38.5     42.0 0.142      21.8 0.87    12.00     0.130    1.751 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1786.53
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    3.57
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 1
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    323.9      9.35     39.15    1.28       38.51    24.00      0.300      2.366      0.189      4.224 
Transfer:      2.33
    312.2      9.54     39.12    5.52       36.36    24.00      0.300      2.430      0.228      1.760 
Critical:      2.94
    309.2      9.74     38.25    5.98       35.26    24.00      0.300      2.498      0.269      1.760 
0.1L    :      9.97
    273.9      9.23     38.12   10.30       32.97    24.00      0.300      2.327      0.166      0.827 
0.2L    :     20.60
    223.3      7.80     37.31   11.02       31.80    24.00      0.300      1.851      0.000      0.620 
0.3L    :     31.23
    173.9      5.83     38.68   11.10       33.14    24.00      0.300      1.194      0.000      0.496 
0.4L    :     41.87
    125.6      4.13     39.37   11.13       33.81    24.00      0.300      0.626      0.000      0.413 
0.5L    :     52.50
     78.3      2.57     39.37   11.13       33.81    24.00      0.300      0.108      0.000      0.413 
0.6L    :     63.13
    125.6      4.13     39.37   11.13       33.81    24.00      0.300      0.626      0.000      0.413 
0.7L    :     73.77
    173.9      5.83     38.68   11.10       33.14    24.00      0.300      1.194      0.000      0.496 
0.8L    :     84.40
    223.3      7.80     37.31   11.02       31.80    24.00      0.300      1.851      0.000      0.620 
0.9L    :     95.03
    273.9      9.23     38.12   10.30       32.97    24.00      0.300      2.327      0.166      0.827 
Critical:    102.06
    309.2      9.74     38.25    5.93       35.28    24.00      0.300      2.496      0.267      1.760 
Transfer:    102.67
    312.2      9.54     39.12    5.52       36.36    24.00      0.300      2.430      0.228      1.760 
Bearing :    105.00
    323.9      9.35     39.15    1.28       38.51    24.00      0.300      2.366      0.189      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.97 ft
Prestress      :       2.803  1.80      5.045  2.20      6.166
Self Wt.       :      -1.051  1.85     -1.945  2.40     -2.523
Deck + Haunch  :                       -0.975  2.30     -2.242
DL-Prec. (DC)  :                       -0.212  3.00     -0.635
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.125  3.00     -0.374
DL-Comp. (DW)  :                       -0.070  3.00     -0.210
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 20.60 ft
Prestress      :       5.031  1.80      9.056  2.20     11.068
Self Wt.       :      -1.968  1.85     -3.641  2.40     -4.723
Deck + Haunch  :                       -1.887  2.30     -4.341
DL-Prec. (DC)  :                       -0.410  3.00     -1.229
Diaphragm      :                       -0.010  3.00     -0.029
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.242  3.00     -0.725
DL-Comp. (DW)  :                       -0.136  3.00     -0.408
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 31.23 ft
Prestress      :       6.601  1.80     11.882  2.20     14.522
Self Wt.       :      -2.662  1.85     -4.924  2.40     -6.388
Deck + Haunch  :                       -2.580  2.30     -5.935
DL-Prec. (DC)  :                       -0.560  3.00     -1.681
Diaphragm      :                       -0.013  3.00     -0.040
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.332  3.00     -0.995
DL-Comp. (DW)  :                       -0.186  3.00     -0.559
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 41.87 ft
Prestress      :       7.549  1.80     13.587  2.20     16.607
Self Wt.       :      -3.097  1.85     -5.729  2.40     -7.433
Deck + Haunch  :                       -3.016  2.30     -6.936
DL-Prec. (DC)  :                       -0.655  3.00     -1.964
Diaphragm      :                       -0.016  3.00     -0.048
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.388  3.00     -1.165
DL-Comp. (DW)  :                       -0.218  3.00     -0.655
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 52.50 ft
Prestress      :       7.889  1.80     14.200  2.20     17.356
Self Wt.       :      -3.252  1.85     -6.016  2.40     -7.805
Deck + Haunch  :                       -3.171  2.30     -7.293
DL-Prec. (DC)  :                       -0.688  3.00     -2.065
Diaphragm      :                       -0.017  3.00     -0.051
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.408  3.00     -1.225
DL-Comp. (DW)  :                       -0.230  3.00     -0.689
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 63.13 ft
Prestress      :       7.549  1.80     13.587  2.20     16.607
Self Wt.       :      -3.097  1.85     -5.729  2.40     -7.433
Deck + Haunch  :                       -3.016  2.30     -6.936
DL-Prec. (DC)  :                       -0.655  3.00     -1.964
Diaphragm      :                       -0.016  3.00     -0.048
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.388  3.00     -1.165
DL-Comp. (DW)  :                       -0.218  3.00     -0.655
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 73.77 ft
Prestress      :       6.601  1.80     11.882  2.20     14.522
Self Wt.       :      -2.662  1.85     -4.924  2.40     -6.388
Deck + Haunch  :                       -2.580  2.30     -5.935
DL-Prec. (DC)  :                       -0.560  3.00     -1.681
Diaphragm      :                       -0.013  3.00     -0.040
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.332  3.00     -0.995
DL-Comp. (DW)  :                       -0.186  3.00     -0.559
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 84.40 ft
Prestress      :       5.031  1.80      9.056  2.20     11.068
Self Wt.       :      -1.968  1.85     -3.641  2.40     -4.723
Deck + Haunch  :                       -1.887  2.30     -4.341
DL-Prec. (DC)  :                       -0.410  3.00     -1.229
Diaphragm      :                       -0.010  3.00     -0.029
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.242  3.00     -0.725
DL-Comp. (DW)  :                       -0.136  3.00     -0.408
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 95.03 ft
Prestress      :       2.803  1.80      5.045  2.20      6.166
Self Wt.       :      -1.051  1.85     -1.945  2.40     -2.523
Deck + Haunch  :                       -0.975  2.30     -2.242
DL-Prec. (DC)  :                       -0.212  3.00     -0.635
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.125  3.00     -0.374
DL-Comp. (DW)  :                       -0.070  3.00     -0.210
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 1,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.33
   621.2    34.1  6.312  255.6    6.5   5.52   4219.6  0.017T 1.00       -       -     -     -  
H/2     :   1.84
   493.3    34.1  5.282  257.8    5.5   4.66   3601.9  0.020T 1.00       -       -     -     -  
0.1L    :   9.97
  2449.1    35.5 10.485  244.2   12.1  10.30   6622.2  0.007T 1.00       -       -     -     -  
0.2L    :  20.60
  4473.8    37.3 10.850  243.7   13.0  11.02   7195.2  0.007T 1.00   5320.9  5320.9    1.35    -  
0.3L    :  31.23
  5891.2    38.7 10.850  244.5   13.1  11.10   7516.3  0.007T 1.00   5445.0  5445.0    1.38    -  
0.4L    :  41.87
  6738.7    39.4 10.850  244.9   13.1  11.13   7677.1  0.007T 1.00   5484.5  5484.5    1.40    -  
0.5L    :  52.50
  6994.9    39.4 10.850  244.9   13.1  11.13   7677.1  0.007T 1.00   5433.9  5433.9    1.41    -  
0.6L    :  63.13
  6738.7    39.4 10.850  244.9   13.1  11.13   7677.1  0.007T 1.00   5484.5  5484.5    1.40    -  
0.7L    :  73.77
  5891.2    38.7 10.850  244.5   13.1  11.10   7516.3  0.007T 1.00   5445.0  5445.0    1.38    -  
0.8L    :  84.40
  4473.8    37.3 10.850  243.7   13.0  11.02   7195.2  0.007T 1.00   5320.9  5320.9    1.35    -  
0.9L    :  95.03
  2449.1    35.5 10.485  244.2   12.1  10.30   6622.2  0.007T 1.00   5307.5  3257.3    1.25    -  
H/2     : 103.16
   493.3    34.1  5.282  257.8    5.5   4.66   3601.9  0.020T 1.00       -       -     -     -  
Transfer: 102.67
   621.2    34.1  6.312  255.6    6.5   5.52   4219.6  0.017T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 1; Groups 1-25; Units: ksi )
 
Grp Str    Ys,in       3.00ft   6.00ft   9.00ft

  1   2 E   2.00 Ft     0.122    0.340    0.545
        M   2.00 Fb     0.132   -0.058   -0.231
 
  2   2 E  32.00 Ft     0.468    0.662    0.840
        M  12.00 Fb     0.068   -0.100   -0.251
 
  3   2 E  30.00 Ft     0.783    0.951    1.104
        M  10.00 Fb     0.032   -0.113   -0.243
 
  4   2 E  28.00 Ft     1.065    1.207    1.336
        M   8.00 Fb     0.023   -0.099   -0.207
 
  5   2 E  26.00 Ft     1.315    1.432    1.535
        M   6.00 Fb     0.043   -0.058   -0.145
 
  6   2 E  24.00 Ft     1.533    1.625    1.702
        M   4.00 Fb     0.091    0.011   -0.055
 
  7   2 E  22.00 Ft     1.719    1.785    1.838
        M   2.00 Fb     0.167    0.108    0.063
 
  8   2 E   8.00 Ft     1.705    1.772    1.826
        M   8.00 Fb     0.416    0.354    0.305
 
  9   2 E   6.00 Ft     1.659    1.727    1.782
        M   6.00 Fb     0.694    0.628    0.575
 
 10   2 E   6.00 Ft     1.614    1.682    1.739
        M   6.00 Fb     0.971    0.902    0.845
 
 11   2 E   6.00 Ft     1.614    1.637    1.695
        M   6.00 Fb     0.971    1.177    1.116
 
 12   2 E   6.00 Ft     1.568    1.592    1.651
        M   6.00 Fb     1.248    1.451    1.386
 
 13   2 E   6.00 Ft     1.568    1.547    1.607
        M   6.00 Fb     1.248    1.726    1.657
 
 14   2 E   6.00 Ft     1.522    1.502    1.563
        M   6.00 Fb     1.525    1.999    1.927
 
 15   2 E   4.00 Ft     1.443    1.425    1.487
        M   4.00 Fb     1.830    2.301    2.224
 
 16   2 E   4.00 Ft     1.443    1.425    1.411
        M   4.00 Fb     1.830    2.301    2.523
 
 17   2 E   4.00 Ft     1.365    1.348    1.335
        M   4.00 Fb     2.136    2.602    2.820
 
 18   2 E   4.00 Ft     1.365    1.348    1.259
        M   4.00 Fb     2.136    2.602    3.119
 
 19   2 E   4.00 Ft     1.287    1.270    1.184
        M   4.00 Fb     2.441    2.903    3.416
 
 20   2 E   4.00 Ft     1.209    1.193    1.108
        M   4.00 Fb     2.746    3.205    3.713
 
 21   2 E   2.00 Ft     1.099    1.084    1.000
        M   2.00 Fb     3.079    3.534    4.037
 
 22   2 E   2.00 Ft     0.988    0.975    0.892
        M   2.00 Fb     3.412    3.863    4.362
 
 23   2 E   2.00 Ft     0.878    0.865    0.784
        M   2.00 Fb     3.745    4.192    4.686
 
 24   2 E   2.00 Ft     0.768    0.756    0.676
        M   2.00 Fb     4.079    4.521    5.011
 
 25   2 E   2.00 Ft     0.657    0.647    0.568
        M   2.00 Fb     4.412    4.850    5.335
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 106.33            Release Length, ft: 106.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  50
No. of strands, Draped:  12           No. of strands, Straight:  38
Concrete Strength, f'ci:   8.5  ksi        f'c:  10.0 ksi  f'ct   4.0 ksi
Initial losses: 10.56 %               Final losses: 14.90 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.525       5.311     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.596   0.1L/0.9L
      Precast Top w/ reinf. (tension)      -0.700           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7677.13     6994.91     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  45.00 %      33.33 %               OK
      Max. Debond Total                    25.00 %      16.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   1.493     Midspan    1.800   0.290     Midspan
    Pre.Top:   6.000   4.578     Midspan    4.500   3.712     Midspan
    Pre.Bot:   6.000   3.343    Transfer    4.500   3.576    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.600   0.110     Bearing
    Pre.Bot:  -0.600  -0.484     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             4.000   2.637     Midspan
    Pre.Bot:                                                             4.000   1.558    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.889  1.80     14.200  2.20     17.356
Self Wt.       :      -3.252  1.85     -6.016  2.40     -7.805
Deck + Haunch  :                       -3.171  2.30     -7.293
DL-Prec. (DC)  :                       -0.688  3.00     -2.065
Diaphragm      :                       -0.017  3.00     -0.051
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.408  3.00     -1.225
DL-Comp. (DW)  :                       -0.230  3.00     -0.689
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  36.33 ft
Type      : I-Girder                            Curb-to-curb       =  33.16 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   7.33/  7.33 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  87.996 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  105.00
     DC  Line       0.069      0.00       0.069  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.333 ft
Release length = 106.333 ft
Design  length = 105.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.578   (Calculated)    
Live Moment (1  lane  loaded)  : 0.407   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.045   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.880   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 2
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        631.7 in2           1148.3 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           254811 in4#
Ht. of c.g.           =        17.14 in             27.55 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1386.1 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7391

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     1.84     9.97    20.60    31.23    41.87    52.50
 
Precast: (At Release, using Ec =  5471.1 ksi )
  Area    , in2    640.2    670.1    663.8    677.4    677.4    677.4    677.4    677.4
  Yb      ,  in    17.05    16.74    16.80    16.54    16.45    16.36    16.31    16.31
  MI(Ixx) , in4   100354   101767   101457   103304   104415   105686   106382   106382
Composite: (At Final, using Ec =  5772.5 ksi )
  Area    , in2   1156.3   1184.2   1178.3   1191.0   1191.0   1191.0   1191.0   1191.0
  Yb      ,  in    27.43    27.02    27.11    26.86    26.81    26.76    26.73    26.73
  MI(Ixx) , in4   257121   265390   263631   270060   272309   274713   275973   275973

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.50  ksi   
  Elasticity         =     5471.1 ksi   
  Max comp           =       5.53 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.70 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =      10.00 ksi           4.00 ksi
  Elasticity         =    5772.50 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       6.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.50 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       4.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.60 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  50 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 37.22 ft from member end )
END PATTERN (Ycg = 9.68 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in
     2 @ 22.000 in     2 @ 24.000 in     2 @ 26.000 in     2 @ 28.000 in
     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.88 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in     2 @ 12.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in

SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
11      2     6.00 in  6.00 in   3.00 ft    0.00 ft   9.00 in      73.0  %  42.8 kips
13      2     6.00 in  6.00 in   3.00 ft    0.00 ft   5.00 in      73.0  %  42.8 kips
16      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
18      2     4.00 in  4.00 in   6.00 ft    0.00 ft   7.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.2 ksi
Total Strand Area     =   10.85 in2      Initial Pull          =     2128.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     10.638 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     13.298 ft
Holddown Force        =  22.836 kips     Beam Shrtng (PL/AE)   =      0.748 in
 
 
Span: 1, Beam: 2
 
ESTIMATED QUANTITIES
 
  Prestressing   Strands                Beam    Concrete  Stirrups  Longitudinal Bars 
   (linear ft) (LB/1000ft)   (LB)    Vol(C.Y.)   Wt(LB)     (LB)           (LB)       
--------------------------------------------------------------------------------------
      5317.560         740 3934.994     17.276 69969.680   855.574     673.062        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.50       0.1250      0.3333    Yes
      2      US#6[M19]       60.00        0.88       2.50       0.3333      0.5417     No
      2      US#6[M19]       60.00        0.88       2.50       0.5417      0.7500    Yes
      2      US#6[M19]       60.00        0.88       4.00       0.7500      1.0833     No
      2      US#6[M19]       60.00        0.88       4.00       1.0833      1.4167    Yes
      2      US#6[M19]       60.00        0.88       4.00       1.4167      1.7500     No
      2      US#6[M19]       60.00        0.88       6.00       1.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167     11.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.1667     24.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.1667     36.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      36.6667     69.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      69.6667     82.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      82.1667     95.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      95.1667    101.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00     101.9167    102.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00     102.5833    104.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00     104.5833    104.9167     No
      2      US#6[M19]       60.00        0.88       4.00     104.9167    105.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00     105.2500    105.5833     No
      2      US#6[M19]       60.00        0.88       2.50     105.5833    105.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50     105.7917    106.0000     No
      2      US#6[M19]       60.00        0.88       2.50     106.0000    106.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50     106.2083    106.3333     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 106.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 10.8500 in2       Ycg =  4.88 in
         P_init    =     2128.7 kips  Ecc = 12.26 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5471 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.73 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.979 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.39 ksi    0.00 ksi
    due to Composite Loads                                 -2.38 ksi    0.00 ksi
    due to Live Loads                                      -6.56 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         6.32 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        17.74 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.73 ksi  (10.56 %)            10.12 ksi ( 5.16 %)
Total Prestress Losses                                    30.85 ksi (15.72 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.2 ksi < 0.75 fpu, OK 
     initial fpe = 165.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    78.8    62.6   311.6   572.0   758.0   869.6   906.8
(Max)       V      34.5    33.0    33.3    28.0    21.0    14.0     7.0     0.0
DL-Prec.  : M       0.0    12.5     9.9    49.3    90.5   120.0   137.6   143.5
DC(Max)     V       5.5     5.2     5.3     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    87.2    69.2   344.8   632.9   838.8   962.2  1003.4
Haunch (Max)V      38.2    36.5    36.9    31.0    23.2    15.5     7.7     0.0
Diaphragm : M       0.0     0.6     0.5     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    28.3    22.4   111.8   205.2   271.9   311.9   325.2
DC(Max)     V      12.4    11.8    12.0    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    15.9    12.6    62.8   115.3   152.8   175.3   182.8
DW(Max)     V       7.0     6.7     6.7     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   158.4   125.8   622.8  1132.7  1483.0  1691.5  1748.0
            V     126.3   122.4   123.2   109.6    92.5    75.4    51.6    34.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   126.3   122.4   123.2   109.6    93.6    78.4    63.8    49.9
            M       0.0   163.7   130.3   622.8  1067.1  1354.1  1477.5  1449.9
Total     : M+      0.0   381.6   303.0  1505.6  2753.8  3632.3  4158.6  4322.9
            V     224.1   215.9   217.6   188.9   152.1   115.2    71.6    34.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   224.1   215.9   217.6   188.9   153.2   118.1    83.8    50.2
            M       0.0   386.9   307.5  1505.6  2688.3  3503.3  3944.7  4024.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  103.16  102.67  105.00
Self wt.  : M     869.6   758.0   572.0   311.6    62.6    78.8     0.0
(Max)       V       7.0    14.0    21.0    28.0    33.3    33.0    34.5
DL-Prec.  : M     137.6   120.0    90.5    49.3     9.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.3     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     962.2   838.8   632.9   344.8    69.2    87.2     0.0
Haunch (Max)V       7.7    15.5    23.2    31.0    36.9    36.5    38.2
Diaphragm : M      10.5     7.8     5.2     2.5     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     311.9   271.9   205.2   111.8    22.4    28.3     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    12.0    11.8    12.4
DL-Comp   : M     175.3   152.8   115.3    62.8    12.6    15.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.7     6.7     7.0
LL + I    : M+   1691.5  1483.0  1132.7   622.8   125.8   158.4     0.0
            V      51.6    75.4    92.5   109.6   123.2   122.4   126.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.8    78.4    93.6   109.6   123.2   122.4   126.3
            M    1477.5  1354.1  1067.1   622.8   130.3   163.7    -0.0
Total     : M+   4158.6  3632.3  2753.8  1505.6   303.0   381.6     0.0
            V      71.6   115.2   152.1   188.9   217.6   215.9   224.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    83.8   118.1   153.2   188.9   217.6   215.9   224.1
            M    3944.7  3503.3  2688.3  1505.6   307.5   386.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               34.5             34.5
Deck+Haunch            38.2             38.2
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.5              5.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           61.9             61.9
DL-Comp.(DW)           34.8             34.8
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    78.8    62.6   311.6   572.0   758.0   869.6   906.8
(Max)       V      34.5    33.0    33.3    28.0    21.0    14.0     7.0     0.0
DL-Prec.  : M       0.0    12.5     9.9    49.3    90.5   120.0   137.6   143.5
DC(Max)     V       5.5     5.2     5.3     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    87.2    69.2   344.8   632.9   838.8   962.2  1003.4
Haunch (Max)V      38.2    36.5    36.9    31.0    23.2    15.5     7.7     0.0
Diaphragm : M       0.0     0.6     0.5     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    28.3    22.4   111.8   205.2   271.9   311.9   325.2
DC(Max)     V      12.4    11.8    12.0    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    15.9    12.6    62.8   115.3   152.8   175.3   182.8
DW(Max)     V       7.0     6.7     6.7     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   126.7   100.6   498.2   906.2  1186.4  1353.2  1398.4
            V     101.0    97.9    98.6    87.7    74.0    60.3    41.3    27.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   101.0    97.9    98.6    87.7    74.9    62.7    51.0    39.9
            M       0.0   131.0   104.2   498.2   853.7  1083.2  1182.0  1159.9
Total     : M+      0.0   349.9   277.9  1381.1  2527.3  3335.7  3820.3  3973.3
            V     198.9   191.4   193.0   167.0   133.6   100.1    61.3    27.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   198.9   191.4   193.0   167.0   134.5   102.5    71.0    40.2
            M       0.0   354.2   281.4  1381.1  2474.8  3232.5  3649.2  3734.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  103.16  102.67  105.00
Self wt.  : M     869.6   758.0   572.0   311.6    62.6    78.8     0.0
(Max)       V       7.0    14.0    21.0    28.0    33.3    33.0    34.5
DL-Prec.  : M     137.6   120.0    90.5    49.3     9.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.3     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     962.2   838.8   632.9   344.8    69.2    87.2     0.0
Haunch (Max)V       7.7    15.5    23.2    31.0    36.9    36.5    38.2
Diaphragm : M      10.5     7.8     5.2     2.5     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     311.9   271.9   205.2   111.8    22.4    28.3     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    12.0    11.8    12.4
DL-Comp   : M     175.3   152.8   115.3    62.8    12.6    15.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.7     6.7     7.0
LL + I    : M+   1353.2  1186.4   906.2   498.2   100.6   126.7     0.0
            V      41.3    60.3    74.0    87.7    98.6    97.9   101.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    51.0    62.7    74.9    87.7    98.6    97.9   101.0
            M    1182.0  1083.2   853.7   498.2   104.2   131.0    -0.0
Total     : M+   3820.3  3335.7  2527.3  1381.1   277.9   349.9     0.0
            V      61.3   100.1   133.6   167.0   193.0   191.4   198.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    71.0   102.5   134.5   167.0   193.0   191.4   198.9
            M    3649.2  3232.5  2474.8  1381.1   281.4   354.2    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    98.5    78.2   389.5   715.0   947.5  1087.0  1133.5
(Max)       V      43.2    41.3    41.7    35.0    26.2    17.5     8.7     0.0
Self wt.  : M       0.0    70.9    56.3   280.5   514.8   682.2   782.7   816.2
(Min)       V      31.1    29.7    30.0    25.2    18.9    12.6     6.3     0.0
DL-Prec.  : M       0.0    15.6    12.4    61.7   113.2   150.0   172.0   179.4
DC(Max)     V       6.8     6.5     6.6     5.5     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0    11.2     8.9    44.4    81.5   108.0   123.9   129.2
DC(Min)     V       4.9     4.7     4.7     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   109.0    86.5   431.0   791.2  1048.4  1202.8  1254.3
Haunch (Max)V      47.8    45.7    46.1    38.7    29.0    19.4     9.7     0.0
Deck +    : M       0.0    78.5    62.3   310.3   569.7   754.9   866.0   903.1
Haunch (Min)V      34.4    32.9    33.2    27.9    20.9    13.9     7.0     0.0
Diaphragm : M       0.0     0.7     0.6     3.1     6.4     9.8    13.1    16.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.4     2.2     4.6     7.0     9.4    11.8
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.3    28.1   139.7   256.4   339.8   389.9   406.5
DC(Max)     V      15.5    14.8    14.9    12.5     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    25.4    20.2   100.6   184.6   244.7   280.7   292.7
DC(Min)     V      11.2    10.7    10.8     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    23.8    18.9    94.2   173.0   229.2   262.9   274.2
DW(Max)     V      10.4    10.0    10.1     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.3     8.2    40.8    74.9    99.3   113.9   118.8
DW(Min)     V       4.5     4.3     4.4     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   277.2   220.1  1089.9  1982.2  2595.3  2960.1  3058.9
            V     221.0   214.2   215.6   191.8   161.9   131.9    90.3    60.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   221.0   214.2   215.6   191.8   163.9   137.1   111.6    87.4
            M       0.0   286.5   228.0  1089.9  1867.5  2369.6  2585.7  2537.4
Total     : M+      0.0   560.2   444.8  2209.2  4037.5  5320.0  6087.8  6323.3
            V     345.1   332.7   335.3   292.4   237.4   182.4   115.7    60.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   345.1   332.7   335.3   292.4   239.4   187.6   137.0    87.7
            M       0.0   569.5   452.7  2209.2  3922.7  5094.3  5713.4  5801.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  103.16  102.67  105.00
Self wt.  : M    1087.0   947.5   715.0   389.5    78.2    98.5     0.0
(Max)       V       8.7    17.5    26.2    35.0    41.7    41.3    43.2
Self wt.  : M     782.7   682.2   514.8   280.5    56.3    70.9     0.0
(Min)       V       6.3    12.6    18.9    25.2    30.0    29.7    31.1
DL-Prec.  : M     172.0   150.0   113.2    61.7    12.4    15.6     0.0
DC(Max)     V       1.4     2.8     4.2     5.5     6.6     6.5     6.8
DL-Prec.  : M     123.9   108.0    81.5    44.4     8.9    11.2     0.0
DC(Min)     V       1.0     2.0     3.0     4.0     4.7     4.7     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1202.8  1048.4   791.2   431.0    86.5   109.0     0.0
Haunch (Max)V       9.7    19.4    29.0    38.7    46.1    45.7    47.8
Deck +    : M     866.0   754.9   569.7   310.3    62.3    78.5     0.0
Haunch (Min)V       7.0    13.9    20.9    27.9    33.2    32.9    34.4
Diaphragm : M      13.1     9.8     6.4     3.1     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.4     7.0     4.6     2.2     0.4     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     389.9   339.8   256.4   139.7    28.1    35.3     0.0
DC(Max)     V       3.1     6.3     9.4    12.5    14.9    14.8    15.5
DL-Comp   : M     280.7   244.7   184.6   100.6    20.2    25.4     0.0
DC(Min)     V       2.3     4.5     6.8     9.0    10.8    10.7    11.2
DL-Comp   : M     262.9   229.2   173.0    94.2    18.9    23.8     0.0
DW(Max)     V       2.1     4.2     6.3     8.5    10.1    10.0    10.4
DL-Comp   : M     113.9    99.3    74.9    40.8     8.2    10.3     0.0
DW(Min)     V       0.9     1.8     2.8     3.7     4.4     4.3     4.5
LL + I    : M+   2960.1  2595.3  1982.2  1089.9   220.1   277.2     0.0
            V      90.3   131.9   161.9   191.8   215.6   214.2   221.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   111.6   137.1   163.9   191.8   215.6   214.2   221.0
            M    2585.7  2369.6  1867.5  1089.9   228.0   286.5    -0.0
Total     : M+   6087.8  5320.0  4037.5  2209.2   444.8   560.2     0.0
            V     115.7   182.4   237.4   292.4   335.3   332.7   345.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   137.0   187.6   239.4   292.4   335.3   332.7   345.1
            M    5713.4  5094.3  3922.7  2209.2   452.7   569.5    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.2             43.2
Deck+Haunch            47.8             47.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.8              6.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.4             77.4
DL-Comp.(DW)           52.2             52.2
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    78.8    62.6   311.6   572.0   758.0   869.6   906.8
(Max)       V      34.5    33.0    33.3    28.0    21.0    14.0     7.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    12.5     9.9    49.3    90.5   120.0   137.6   143.5
DC(Max)     V       5.5     5.2     5.3     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    87.2    69.2   344.8   632.9   838.8   962.2  1003.4
Haunch (Max)V      38.2    36.5    36.9    31.0    23.2    15.5     7.7     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    28.3    22.4   111.8   205.2   271.9   311.9   325.2
DC(Max)     V      12.4    11.8    12.0    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    15.9    12.6    62.8   115.3   152.8   175.3   182.8
DW(Max)     V       7.0     6.7     6.7     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   109.8    87.3   427.0   761.0   992.7  1113.6  1109.0
            V     105.3   102.3   103.0    92.6    79.8    60.8    48.0    35.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   105.3   102.3   103.0    92.6    79.8    67.1    54.3    41.6
            M       0.0   109.8    87.3   427.0   761.0   969.7  1052.9  1010.7
Total     : M+      0.0   333.1   264.5  1309.8  2382.2  3142.0  3580.7  3683.9
            V     203.2   195.8   197.4   171.9   139.4   100.5    68.0    35.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   203.2   195.8   197.4   171.9   139.4   106.9    74.4    41.9
            M       0.0   333.1   264.5  1309.8  2382.2  3118.9  3520.1  3585.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  103.16  102.67  105.00
Self wt.  : M     869.6   758.0   572.0   311.6    62.6    78.8     0.0
(Max)       V       7.0    14.0    21.0    28.0    33.3    33.0    34.5
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     137.6   120.0    90.5    49.3     9.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.3     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     962.2   838.8   632.9   344.8    69.2    87.2     0.0
Haunch (Max)V       7.7    15.5    23.2    31.0    36.9    36.5    38.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      10.5     7.8     5.2     2.5     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     311.9   271.9   205.2   111.8    22.4    28.3     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    12.0    11.8    12.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     175.3   152.8   115.3    62.8    12.6    15.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.7     6.7     7.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1113.6   992.7   761.0   427.0    87.3   109.8     0.0
            V      48.0    60.8    79.8    92.6   103.0   102.3   105.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    54.3    67.1    79.8    92.6   103.0   102.3   105.3
            M    1052.9   969.7   761.0   427.0    87.3   109.8     0.0
Total     : M+   3580.7  3142.0  2382.2  1309.8   264.5   333.1     0.0
            V      68.0   100.5   139.4   171.9   197.4   195.8   203.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    74.4   106.9   139.4   171.9   197.4   195.8   203.2
            M    3520.1  3118.9  2382.2  1309.8   264.5   333.1     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.232   0.757   1.337   1.742   1.983   2.065   1.882 
Bottom        -0.201  -0.643  -1.125  -1.451  -1.643  -1.711  -1.564 
 
Prestress
Precast-top    0.425  -0.160  -0.650  -1.128  -1.361  -1.361  -1.361 
Bottom         4.613   5.951   6.334   6.699   6.875   6.875   6.875 
 
Total
Precast-top    0.657   0.596   0.687   0.615   0.621   0.704   0.521 
Bottom         4.412   5.308   5.209   5.248   5.232   5.163   5.311 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.48 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top    0.110   0.368   0.329  -0.139  -0.562  -0.976  -1.178  -1.178
Bottom         0.921   3.991   3.366   5.149   5.480   5.796   5.948   5.948
 
Self wt.
Precast-top   -0.000   0.179   0.142   0.704   1.285   1.690   1.931   2.014
Bottom        -0.000  -0.156  -0.124  -0.599  -1.082  -1.408  -1.600  -1.669
 
DL-Prec (DC)
Precast-top   -0.000   0.028   0.022   0.111   0.203   0.268   0.306   0.319
Bottom        -0.000  -0.025  -0.020  -0.095  -0.171  -0.223  -0.253  -0.264
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.006   0.012   0.017   0.023   0.029
Bottom        -0.000  -0.001  -0.001  -0.005  -0.010  -0.015  -0.019  -0.024
 
Deck + Haunch
Precast-top   -0.000   0.198   0.157   0.779   1.422   1.870   2.137   2.228
Bottom        -0.000  -0.172  -0.138  -0.663  -1.197  -1.558  -1.771  -1.846
 
DL-Comp (DC)
Topping-top   -0.000   0.016   0.013   0.064   0.117   0.154   0.176   0.183
Precast-top   -0.000   0.011   0.009   0.045   0.083   0.110   0.126   0.131
Bottom        -0.000  -0.035  -0.028  -0.133  -0.242  -0.318  -0.363  -0.378
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.036   0.065   0.086   0.099   0.103
Precast-top   -0.000   0.006   0.005   0.026   0.047   0.062   0.071   0.074
Bottom        -0.000  -0.019  -0.016  -0.075  -0.136  -0.179  -0.204  -0.212
 
LL+I(+)
Topping-top   -0.000   0.091   0.073   0.356   0.643   0.837   0.952   0.984
Precast-top   -0.000   0.064   0.051   0.253   0.459   0.599   0.681   0.704
Bottom        -0.000  -0.193  -0.155  -0.743  -1.338  -1.733  -1.966  -2.032
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.117   0.093   0.455   0.825   1.077   1.226   1.270 
Precast-top    0.110   0.857   0.717   1.786   2.948   3.640   4.097   4.321 
Bottom         0.921   3.390   2.885   2.836   1.304   0.363  -0.228  -0.478 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.025   0.020   0.100   0.182   0.240   0.274   0.286 
Precast-top    0.110   0.793   0.666   1.533   2.490   3.042   3.415   3.617 
Bottom         0.921   3.584   3.040   3.579   2.643   2.096   1.738   1.554 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.232   0.757   1.337   1.742   1.983   2.065   1.882 
Bottom        -0.201  -0.643  -1.125  -1.451  -1.643  -1.711  -1.564 
 
Prestress
Precast-top    0.425  -0.160  -0.650  -1.128  -1.361  -1.361  -1.361 
Bottom         4.613   5.951   6.334   6.699   6.875   6.875   6.875 
 
Total
Precast-top    0.657   0.596   0.687   0.615   0.621   0.704   0.521 
Bottom         4.412   5.308   5.209   5.248   5.232   5.163   5.311 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.48 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top    0.110   0.368   0.329  -0.139  -0.562  -0.976  -1.178  -1.178
Bottom         0.921   3.991   3.366   5.149   5.480   5.796   5.948   5.948
 
Self wt.
Precast-top   -0.000   0.179   0.142   0.704   1.285   1.690   1.931   2.014
Bottom        -0.000  -0.156  -0.124  -0.599  -1.082  -1.408  -1.600  -1.669
 
DL-Prec (DC)
Precast-top   -0.000   0.028   0.022   0.111   0.203   0.268   0.306   0.319
Bottom        -0.000  -0.025  -0.020  -0.095  -0.171  -0.223  -0.253  -0.264
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.006   0.012   0.017   0.023   0.029
Bottom        -0.000  -0.001  -0.001  -0.005  -0.010  -0.015  -0.019  -0.024
 
Deck + Haunch
Precast-top   -0.000   0.198   0.157   0.779   1.422   1.870   2.137   2.228
Bottom        -0.000  -0.172  -0.138  -0.663  -1.197  -1.558  -1.771  -1.846
 
DL-Comp (DC)
Topping-top   -0.000   0.016   0.013   0.064   0.117   0.154   0.176   0.183
Precast-top   -0.000   0.011   0.009   0.045   0.083   0.110   0.126   0.131
Bottom        -0.000  -0.035  -0.028  -0.133  -0.242  -0.318  -0.363  -0.378
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.036   0.065   0.086   0.099   0.103
Precast-top   -0.000   0.006   0.005   0.026   0.047   0.062   0.071   0.074
Bottom        -0.000  -0.019  -0.016  -0.075  -0.136  -0.179  -0.204  -0.212
 
LL+I(+)
Topping-top   -0.000   0.073   0.058   0.285   0.515   0.670   0.762   0.787
Precast-top   -0.000   0.051   0.041   0.202   0.367   0.479   0.545   0.563
Bottom        -0.000  -0.155  -0.124  -0.595  -1.071  -1.387  -1.573  -1.626
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.098   0.078   0.384   0.697   0.910   1.036   1.073 
Precast-top    0.110   0.844   0.707   1.735   2.857   3.521   3.961   4.180 
Bottom         0.921   3.429   2.916   2.985   1.572   0.710   0.165  -0.072 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
F_LL+I(+)
Topping-top   -0.000   0.063   0.050   0.244   0.432   0.561   0.627   0.624
Precast-top   -0.000   0.045   0.035   0.173   0.308   0.401   0.449   0.447
Bottom        -0.000  -0.134  -0.108  -0.510  -0.899  -1.160  -1.295  -1.289
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.076   0.060   0.294   0.523   0.680   0.764   0.767 
Precast-top    0.055   0.441   0.368   0.940   1.553   1.922   2.156   2.255 
Bottom         0.460   1.658   1.412   1.280   0.422  -0.112  -0.426  -0.512 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 2,  STRENGTH I
Using General Beta Theta Equation procedure - Art.5.7.3.4
Location (ft)
     Vu      bv    de     Aps      Vp    eps_x  Theta  Vs-reqd    Av/s    Av-prvd   Al_reqd
   (kips)   (in)  (in)   (in2)   (kips)                 (kips)  (in2/ft)  (in2/ft)   (in2)

    Mcor     a     dv      fpo   vu/fc   Vc-com  Beta  Max.spc.  min.Av/s  pVn/Vu       
    (kft)   (in)  (in)    (ksi)          (kips)          (in)    (in2/ft)             
*******************************************************************************************
Bearing :   0.67
    345.1    6.5   39.1    1.066   4.4   6.00e-3 50.0    357.2     2.210    4.224      0.00
      0.0    1.2   38.5     42.0 0.151      21.8 0.87    12.00     0.130    1.644 
Transfer:   3.00
    332.7    6.5   39.1    5.397  19.8  -0.11e-3 28.6    225.8     0.676    1.760      0.00
    569.5    5.4   36.4    189.0 0.148     124.2 5.25    12.00     0.130    1.655 
Critical:   3.61
    328.8    6.5   38.3    5.938  19.8  -0.14e-3 28.5    221.9     0.682    1.760      0.00
    719.6    5.8   35.3    189.0 0.150     123.6 5.38    12.00     0.130    1.626 
0.1L    :  10.63
    292.4    6.5   38.1    9.408  19.8  -0.20e-3 28.3    178.7     0.561    0.827      0.00
   2209.2    9.9   34.3    189.0 0.137     126.4 5.67    12.00     0.130    1.261 
0.2L    :  21.27
    239.4    6.5   37.3   10.850  19.8  -0.12e-3 28.6    131.3     0.426    0.620      0.00
   3922.7   10.7   33.6    189.0 0.113     114.9 5.27    24.00     0.130    1.225 
0.3L    :  31.90
    187.6    6.5   38.7   10.850  19.8  -0.04e-3 28.9     77.1     0.244    0.496      0.00
   5094.3   10.7   34.8    189.0 0.083     111.5 4.93    24.00     0.130    1.381 
0.4L    :  42.53
    137.0    6.5   39.4   10.850   0.0   0.07e-3 29.2     47.2     0.149    0.413      0.00
   5713.4   10.8   35.4    189.0 0.066     105.1 4.56    24.00     0.130    1.549 
0.5L    :  53.17
     87.7    6.5   39.4   10.850   0.0   0.01e-3 29.0      0.0     0.130    0.413      0.00
   5801.7   10.8   35.4    189.0 0.042     110.0 4.78    24.00     0.130    2.484 
0.6L    :  63.80
    137.0    6.5   39.4   10.850   0.0   0.07e-3 29.2     47.2     0.149    0.413      0.00
   5713.4   10.8   35.4    189.0 0.066     105.1 4.56    24.00     0.130    1.549 
0.7L    :  74.43
    187.6    6.5   38.7   10.850  19.8  -0.04e-3 28.9     77.1     0.244    0.496      0.00
   5094.3   10.7   34.8    189.0 0.083     111.5 4.93    24.00     0.130    1.381 
0.8L    :  85.07
    239.4    6.5   37.3   10.850  19.8  -0.12e-3 28.6    131.3     0.426    0.620      0.00
   3922.7   10.7   33.6    189.0 0.113     114.9 5.27    24.00     0.130    1.225 
0.9L    :  95.70
    292.4    6.5   38.1    9.408  19.8  -0.20e-3 28.3    178.7     0.561    0.827      0.00
   2209.2    9.9   34.3    189.0 0.137     126.4 5.67    12.00     0.130    1.261 
Critical: 102.72
    329.2    6.5   38.2    5.913  19.8  -0.14e-3 28.5    222.5     0.683    1.760      0.00
    702.3    5.8   35.4    189.0 0.151     123.5 5.38    12.00     0.130    1.625 
Transfer: 103.33
    332.7    6.5   39.1    5.397  19.8  -0.11e-3 28.6    225.8     0.676    1.760      0.00
    569.5    5.4   36.4    189.0 0.148     124.2 5.25    12.00     0.130    1.655 
Bearing : 105.67
    345.1    6.5   39.1    1.066   4.4   6.00e-3 50.0    357.2     2.210    4.224      0.00
      0.0    1.2   38.5     42.0 0.151      21.8 0.87    12.00     0.130    1.644 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1786.53
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    3.57
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 2
(Beam and Slab effects are INCLUDED in Vu).
Computed Interface width considered to be engaged in shear transfer, bvi = 34.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    345.1      9.95     39.15    1.25       38.52    24.00      0.340      2.468      0.087      4.224 
Transfer:      2.33
    332.7     10.15     39.12    5.38       36.43    24.00      0.340      2.533      0.126      1.760 
Critical:      2.94
    329.5     10.36     38.25    5.82       35.34    24.00      0.340      2.603      0.168      1.760 
0.1L    :      9.97
    292.4      9.80     38.12    9.91       33.16    24.00      0.340      2.416      0.055      0.827 
0.2L    :     20.60
    239.4      8.31     37.31   10.65       31.99    24.00      0.340      1.922      0.000      0.620 
0.3L    :     31.23
    187.6      6.25     38.68   10.72       33.32    24.00      0.340      1.235      0.000      0.496 
0.4L    :     41.87
    137.0      4.48     39.37   10.75       33.99    24.00      0.340      0.643      0.000      0.413 
0.5L    :     52.50
     87.7      2.87     39.37   10.75       33.99    24.00      0.340      0.105      0.000      0.413 
0.6L    :     63.13
    137.0      4.48     39.37   10.75       33.99    24.00      0.340      0.643      0.000      0.413 
0.7L    :     73.77
    187.6      6.25     38.68   10.72       33.32    24.00      0.340      1.235      0.000      0.496 
0.8L    :     84.40
    239.4      8.31     37.31   10.65       31.99    24.00      0.340      1.922      0.000      0.620 
0.9L    :     95.03
    292.4      9.80     38.12    9.91       33.16    24.00      0.340      2.416      0.055      0.827 
Critical:    102.05
    329.5     10.35     38.25    5.78       35.36    24.00      0.340      2.602      0.167      1.760 
Transfer:    102.67
    332.7     10.15     39.12    5.38       36.43    24.00      0.340      2.533      0.126      1.760 
Bearing :    105.00
    345.1      9.95     39.15    1.25       38.52    24.00      0.340      2.468      0.087      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.97 ft
Prestress      :       2.803  1.80      5.045  2.20      6.166
Self Wt.       :      -1.051  1.85     -1.945  2.40     -2.523
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.751            3.100            3.643
 
At 0.2 x L = 20.60 ft
Prestress      :       5.031  1.80      9.056  2.20     11.068
Self Wt.       :      -1.968  1.85     -3.641  2.40     -4.723
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.063            5.415            6.345
 
At 0.3 x L = 31.23 ft
Prestress      :       6.601  1.80     11.882  2.20     14.522
Self Wt.       :      -2.662  1.85     -4.924  2.40     -6.388
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.939            6.958            8.134
 
At 0.4 x L = 41.87 ft
Prestress      :       7.549  1.80     13.587  2.20     16.607
Self Wt.       :      -3.097  1.85     -5.729  2.40     -7.433
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       4.452            7.858            9.174
 
At 0.5 x L = 52.50 ft
Prestress      :       7.889  1.80     14.200  2.20     17.356
Self Wt.       :      -3.252  1.85     -6.016  2.40     -7.805
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       4.637            8.184            9.551
 
At 0.6 x L = 63.13 ft
Prestress      :       7.549  1.80     13.587  2.20     16.607
Self Wt.       :      -3.097  1.85     -5.729  2.40     -7.433
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       4.452            7.858            9.174
 
At 0.7 x L = 73.77 ft
Prestress      :       6.601  1.80     11.882  2.20     14.522
Self Wt.       :      -2.662  1.85     -4.924  2.40     -6.388
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.939            6.958            8.134
 
At 0.8 x L = 84.40 ft
Prestress      :       5.031  1.80      9.056  2.20     11.068
Self Wt.       :      -1.968  1.85     -3.641  2.40     -4.723
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.063            5.415            6.345
 
At 0.9 x L = 95.03 ft
Prestress      :       2.803  1.80      5.045  2.20      6.166
Self Wt.       :      -1.051  1.85     -1.945  2.40     -2.523
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.751            3.100            3.643
 

ULTIMATE - Span : 1, Beam : 2,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.33
   560.2    34.1  6.291  256.0    6.3   5.38   4220.0  0.017T 1.00       -       -     -     -  
H/2     :   1.84
   444.8    34.1  5.264  258.1    5.3   4.54   3600.2  0.021T 1.00       -       -     -     -  
0.1L    :   9.97
  2209.2    35.5 10.479  245.2   11.7   9.91   6667.3  0.008T 1.00       -       -     -     -  
0.2L    :  20.60
  4037.5    37.3 10.850  244.6   12.5  10.65   7247.0  0.007T 1.00   5349.8  5349.8    1.35    -  
0.3L    :  31.23
  5320.0    38.7 10.850  245.4   12.6  10.72   7568.8  0.007T 1.00   5477.4  5477.4    1.38    -  
0.4L    :  41.87
  6087.8    39.4 10.850  245.7   12.7  10.75   7730.0  0.007T 1.00   5518.5  5518.5    1.40    -  
0.5L    :  52.50
  6323.3    39.4 10.850  245.7   12.7  10.75   7730.0  0.007T 1.00   5467.8  5467.8    1.41    -  
0.6L    :  63.13
  6087.8    39.4 10.850  245.7   12.7  10.75   7730.0  0.007T 1.00   5518.5  5518.5    1.40    -  
0.7L    :  73.77
  5320.0    38.7 10.850  245.4   12.6  10.72   7568.8  0.007T 1.00   5477.4  5477.4    1.38    -  
0.8L    :  84.40
  4037.5    37.3 10.850  244.6   12.5  10.65   7247.0  0.007T 1.00   5349.8  5349.8    1.35    -  
0.9L    :  95.03
  2209.2    35.5 10.479  245.2   11.7   9.91   6667.3  0.008T 1.00   5331.2  2938.2    1.25    -  
H/2     : 103.16
   444.8    34.1  5.264  258.1    5.3   4.54   3600.2  0.021T 1.00       -       -     -     -  
Transfer: 102.67
   560.2    34.1  6.291  256.0    6.3   5.38   4220.0  0.017T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 2; Groups 1-25; Units: ksi )
 
Grp Str    Ys,in       3.00ft   6.00ft   9.00ft

  1   2 E   2.00 Ft     0.122    0.340    0.545
        M   2.00 Fb     0.132   -0.058   -0.231
 
  2   2 E  32.00 Ft     0.468    0.662    0.840
        M  12.00 Fb     0.068   -0.100   -0.251
 
  3   2 E  30.00 Ft     0.783    0.951    1.104
        M  10.00 Fb     0.032   -0.113   -0.243
 
  4   2 E  28.00 Ft     1.065    1.207    1.336
        M   8.00 Fb     0.023   -0.099   -0.207
 
  5   2 E  26.00 Ft     1.315    1.432    1.535
        M   6.00 Fb     0.043   -0.058   -0.145
 
  6   2 E  24.00 Ft     1.533    1.625    1.702
        M   4.00 Fb     0.091    0.011   -0.055
 
  7   2 E  22.00 Ft     1.719    1.785    1.838
        M   2.00 Fb     0.167    0.108    0.063
 
  8   2 E   8.00 Ft     1.705    1.772    1.826
        M   8.00 Fb     0.416    0.354    0.305
 
  9   2 E   6.00 Ft     1.659    1.727    1.782
        M   6.00 Fb     0.694    0.628    0.575
 
 10   2 E   6.00 Ft     1.614    1.682    1.739
        M   6.00 Fb     0.971    0.902    0.845
 
 11   2 E   6.00 Ft     1.614    1.637    1.695
        M   6.00 Fb     0.971    1.177    1.116
 
 12   2 E   6.00 Ft     1.568    1.592    1.651
        M   6.00 Fb     1.248    1.451    1.386
 
 13   2 E   6.00 Ft     1.568    1.547    1.607
        M   6.00 Fb     1.248    1.726    1.657
 
 14   2 E   6.00 Ft     1.522    1.502    1.563
        M   6.00 Fb     1.525    1.999    1.927
 
 15   2 E   4.00 Ft     1.443    1.425    1.487
        M   4.00 Fb     1.830    2.301    2.224
 
 16   2 E   4.00 Ft     1.443    1.425    1.411
        M   4.00 Fb     1.830    2.301    2.523
 
 17   2 E   4.00 Ft     1.365    1.348    1.335
        M   4.00 Fb     2.136    2.602    2.820
 
 18   2 E   4.00 Ft     1.365    1.348    1.259
        M   4.00 Fb     2.136    2.602    3.119
 
 19   2 E   4.00 Ft     1.287    1.270    1.184
        M   4.00 Fb     2.441    2.903    3.416
 
 20   2 E   4.00 Ft     1.209    1.193    1.108
        M   4.00 Fb     2.746    3.205    3.713
 
 21   2 E   2.00 Ft     1.099    1.084    1.000
        M   2.00 Fb     3.079    3.534    4.037
 
 22   2 E   2.00 Ft     0.988    0.975    0.892
        M   2.00 Fb     3.412    3.863    4.362
 
 23   2 E   2.00 Ft     0.878    0.865    0.784
        M   2.00 Fb     3.745    4.192    4.686
 
 24   2 E   2.00 Ft     0.768    0.756    0.676
        M   2.00 Fb     4.079    4.521    5.011
 
 25   2 E   2.00 Ft     0.657    0.647    0.568
        M   2.00 Fb     4.412    4.850    5.335
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 106.33            Release Length, ft: 106.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  50
No. of strands, Draped:  12           No. of strands, Straight:  38
Concrete Strength, f'ci:   8.5  ksi        f'c:  10.0 ksi  f'ct   4.0 ksi
Initial losses: 10.56 %               Final losses: 15.72 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.525       5.311     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.596   0.1L/0.9L
      Precast Top w/ reinf. (tension)      -0.700           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7729.95     6323.27     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  45.00 %      33.33 %               OK
      Max. Debond Total                    25.00 %      16.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   1.270     Midspan    1.800   0.286     Midspan
    Pre.Top:   6.000   4.321     Midspan    4.500   3.617     Midspan
    Pre.Bot:   6.000   3.390    Transfer    4.500   3.584    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.600   0.110     Bearing
    Pre.Bot:  -0.600  -0.072     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             4.000   2.255     Midspan
    Pre.Bot:                                                             4.000   1.658    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.889  1.80     14.200  2.20     17.356
Self Wt.       :      -3.252  1.85     -6.016  2.40     -7.805
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       4.637            8.184            9.551
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  36.33 ft
Type      : I-Girder                            Curb-to-curb       =  33.16 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   7.33/  7.33 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  87.996 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  105.00
     DC  Line       0.069      0.00       0.069  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.333 ft
Release length = 106.333 ft
Design  length = 105.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.578   (Calculated)    
Live Moment (1  lane  loaded)  : 0.407   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.045   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.880   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 3
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        631.7 in2           1148.3 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           254811 in4#
Ht. of c.g.           =        17.14 in             27.55 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1386.1 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7391

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     1.84     9.97    20.60    31.23    41.87    52.50
 
Precast: (At Release, using Ec =  5471.1 ksi )
  Area    , in2    640.2    670.1    663.8    677.4    677.4    677.4    677.4    677.4
  Yb      ,  in    17.05    16.74    16.80    16.54    16.45    16.36    16.31    16.31
  MI(Ixx) , in4   100354   101767   101457   103304   104415   105686   106382   106382
Composite: (At Final, using Ec =  5772.5 ksi )
  Area    , in2   1156.3   1184.2   1178.3   1191.0   1191.0   1191.0   1191.0   1191.0
  Yb      ,  in    27.43    27.02    27.11    26.86    26.81    26.76    26.73    26.73
  MI(Ixx) , in4   257121   265390   263631   270060   272309   274713   275973   275973

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.50  ksi   
  Elasticity         =     5471.1 ksi   
  Max comp           =       5.53 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.70 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =      10.00 ksi           4.00 ksi
  Elasticity         =    5772.50 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       6.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.50 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       4.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.60 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  50 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 37.22 ft from member end )
END PATTERN (Ycg = 9.68 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in
     2 @ 22.000 in     2 @ 24.000 in     2 @ 26.000 in     2 @ 28.000 in
     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.88 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in     2 @ 12.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in

SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
11      2     6.00 in  6.00 in   3.00 ft    0.00 ft   9.00 in      73.0  %  42.8 kips
13      2     6.00 in  6.00 in   3.00 ft    0.00 ft   5.00 in      73.0  %  42.8 kips
16      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
18      2     4.00 in  4.00 in   6.00 ft    0.00 ft   7.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.2 ksi
Total Strand Area     =   10.85 in2      Initial Pull          =     2128.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     10.638 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     13.298 ft
Holddown Force        =  22.836 kips     Beam Shrtng (PL/AE)   =      0.748 in
 
 
Span: 1, Beam: 3
 
ESTIMATED QUANTITIES
 
  Prestressing   Strands                Beam    Concrete  Stirrups  Longitudinal Bars 
   (linear ft) (LB/1000ft)   (LB)    Vol(C.Y.)   Wt(LB)     (LB)           (LB)       
--------------------------------------------------------------------------------------
      5317.560         740 3934.994     17.276 69969.680   855.574     673.062        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.50       0.1250      0.3333    Yes
      2      US#6[M19]       60.00        0.88       2.50       0.3333      0.5417     No
      2      US#6[M19]       60.00        0.88       2.50       0.5417      0.7500    Yes
      2      US#6[M19]       60.00        0.88       4.00       0.7500      1.0833     No
      2      US#6[M19]       60.00        0.88       4.00       1.0833      1.4167    Yes
      2      US#6[M19]       60.00        0.88       4.00       1.4167      1.7500     No
      2      US#6[M19]       60.00        0.88       6.00       1.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167     11.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.1667     24.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.1667     36.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      36.6667     69.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      69.6667     82.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      82.1667     95.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      95.1667    101.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00     101.9167    102.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00     102.5833    104.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00     104.5833    104.9167     No
      2      US#6[M19]       60.00        0.88       4.00     104.9167    105.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00     105.2500    105.5833     No
      2      US#6[M19]       60.00        0.88       2.50     105.5833    105.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50     105.7917    106.0000     No
      2      US#6[M19]       60.00        0.88       2.50     106.0000    106.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50     106.2083    106.3333     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 106.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 10.8500 in2       Ycg =  4.88 in
         P_init    =     2128.7 kips  Ecc = 12.26 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5471 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.73 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.979 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.39 ksi    0.00 ksi
    due to Composite Loads                                 -2.38 ksi    0.00 ksi
    due to Live Loads                                      -6.56 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         6.32 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        17.74 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.73 ksi  (10.56 %)            10.12 ksi ( 5.16 %)
Total Prestress Losses                                    30.85 ksi (15.72 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.2 ksi < 0.75 fpu, OK 
     initial fpe = 165.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    78.8    62.6   311.6   572.0   758.0   869.6   906.8
(Max)       V      34.5    33.0    33.3    28.0    21.0    14.0     7.0     0.0
DL-Prec.  : M       0.0    12.5     9.9    49.3    90.5   120.0   137.6   143.5
DC(Max)     V       5.5     5.2     5.3     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    87.2    69.2   344.8   632.9   838.8   962.2  1003.4
Haunch (Max)V      38.2    36.5    36.9    31.0    23.2    15.5     7.7     0.0
Diaphragm : M       0.0     0.6     0.5     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    28.3    22.4   111.8   205.2   271.9   311.9   325.2
DC(Max)     V      12.4    11.8    12.0    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    15.9    12.6    62.8   115.3   152.8   175.3   182.8
DW(Max)     V       7.0     6.7     6.7     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   158.4   125.8   622.8  1132.7  1483.0  1691.5  1748.0
            V     126.3   122.4   123.2   109.6    92.5    75.4    51.6    34.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   126.3   122.4   123.2   109.6    93.6    78.4    63.8    49.9
            M       0.0   163.7   130.3   622.8  1067.1  1354.1  1477.5  1449.9
Total     : M+      0.0   381.6   303.0  1505.6  2753.8  3632.3  4158.6  4322.9
            V     224.1   215.9   217.6   188.9   152.1   115.2    71.6    34.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   224.1   215.9   217.6   188.9   153.2   118.1    83.8    50.2
            M       0.0   386.9   307.5  1505.6  2688.3  3503.3  3944.7  4024.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  103.16  102.67  105.00
Self wt.  : M     869.6   758.0   572.0   311.6    62.6    78.8     0.0
(Max)       V       7.0    14.0    21.0    28.0    33.3    33.0    34.5
DL-Prec.  : M     137.6   120.0    90.5    49.3     9.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.3     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     962.2   838.8   632.9   344.8    69.2    87.2     0.0
Haunch (Max)V       7.7    15.5    23.2    31.0    36.9    36.5    38.2
Diaphragm : M      10.5     7.8     5.2     2.5     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     311.9   271.9   205.2   111.8    22.4    28.3     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    12.0    11.8    12.4
DL-Comp   : M     175.3   152.8   115.3    62.8    12.6    15.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.7     6.7     7.0
LL + I    : M+   1691.5  1483.0  1132.7   622.8   125.8   158.4     0.0
            V      51.6    75.4    92.5   109.6   123.2   122.4   126.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.8    78.4    93.6   109.6   123.2   122.4   126.3
            M    1477.5  1354.1  1067.1   622.8   130.3   163.7    -0.0
Total     : M+   4158.6  3632.3  2753.8  1505.6   303.0   381.6     0.0
            V      71.6   115.2   152.1   188.9   217.6   215.9   224.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    83.8   118.1   153.2   188.9   217.6   215.9   224.1
            M    3944.7  3503.3  2688.3  1505.6   307.5   386.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               34.5             34.5
Deck+Haunch            38.2             38.2
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.5              5.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           61.9             61.9
DL-Comp.(DW)           34.8             34.8
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    78.8    62.6   311.6   572.0   758.0   869.6   906.8
(Max)       V      34.5    33.0    33.3    28.0    21.0    14.0     7.0     0.0
DL-Prec.  : M       0.0    12.5     9.9    49.3    90.5   120.0   137.6   143.5
DC(Max)     V       5.5     5.2     5.3     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    87.2    69.2   344.8   632.9   838.8   962.2  1003.4
Haunch (Max)V      38.2    36.5    36.9    31.0    23.2    15.5     7.7     0.0
Diaphragm : M       0.0     0.6     0.5     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    28.3    22.4   111.8   205.2   271.9   311.9   325.2
DC(Max)     V      12.4    11.8    12.0    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    15.9    12.6    62.8   115.3   152.8   175.3   182.8
DW(Max)     V       7.0     6.7     6.7     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   126.7   100.6   498.2   906.2  1186.4  1353.2  1398.4
            V     101.0    97.9    98.6    87.7    74.0    60.3    41.3    27.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   101.0    97.9    98.6    87.7    74.9    62.7    51.0    39.9
            M       0.0   131.0   104.2   498.2   853.7  1083.2  1182.0  1159.9
Total     : M+      0.0   349.9   277.9  1381.1  2527.3  3335.7  3820.3  3973.3
            V     198.9   191.4   193.0   167.0   133.6   100.1    61.3    27.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   198.9   191.4   193.0   167.0   134.5   102.5    71.0    40.2
            M       0.0   354.2   281.4  1381.1  2474.8  3232.5  3649.2  3734.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  103.16  102.67  105.00
Self wt.  : M     869.6   758.0   572.0   311.6    62.6    78.8     0.0
(Max)       V       7.0    14.0    21.0    28.0    33.3    33.0    34.5
DL-Prec.  : M     137.6   120.0    90.5    49.3     9.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.3     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     962.2   838.8   632.9   344.8    69.2    87.2     0.0
Haunch (Max)V       7.7    15.5    23.2    31.0    36.9    36.5    38.2
Diaphragm : M      10.5     7.8     5.2     2.5     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     311.9   271.9   205.2   111.8    22.4    28.3     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    12.0    11.8    12.4
DL-Comp   : M     175.3   152.8   115.3    62.8    12.6    15.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.7     6.7     7.0
LL + I    : M+   1353.2  1186.4   906.2   498.2   100.6   126.7     0.0
            V      41.3    60.3    74.0    87.7    98.6    97.9   101.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    51.0    62.7    74.9    87.7    98.6    97.9   101.0
            M    1182.0  1083.2   853.7   498.2   104.2   131.0    -0.0
Total     : M+   3820.3  3335.7  2527.3  1381.1   277.9   349.9     0.0
            V      61.3   100.1   133.6   167.0   193.0   191.4   198.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    71.0   102.5   134.5   167.0   193.0   191.4   198.9
            M    3649.2  3232.5  2474.8  1381.1   281.4   354.2    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    98.5    78.2   389.5   715.0   947.5  1087.0  1133.5
(Max)       V      43.2    41.3    41.7    35.0    26.2    17.5     8.7     0.0
Self wt.  : M       0.0    70.9    56.3   280.5   514.8   682.2   782.7   816.2
(Min)       V      31.1    29.7    30.0    25.2    18.9    12.6     6.3     0.0
DL-Prec.  : M       0.0    15.6    12.4    61.7   113.2   150.0   172.0   179.4
DC(Max)     V       6.8     6.5     6.6     5.5     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0    11.2     8.9    44.4    81.5   108.0   123.9   129.2
DC(Min)     V       4.9     4.7     4.7     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   109.0    86.5   431.0   791.2  1048.4  1202.8  1254.3
Haunch (Max)V      47.8    45.7    46.1    38.7    29.0    19.4     9.7     0.0
Deck +    : M       0.0    78.5    62.3   310.3   569.7   754.9   866.0   903.1
Haunch (Min)V      34.4    32.9    33.2    27.9    20.9    13.9     7.0     0.0
Diaphragm : M       0.0     0.7     0.6     3.1     6.4     9.8    13.1    16.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.4     2.2     4.6     7.0     9.4    11.8
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.3    28.1   139.7   256.4   339.8   389.9   406.5
DC(Max)     V      15.5    14.8    14.9    12.5     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    25.4    20.2   100.6   184.6   244.7   280.7   292.7
DC(Min)     V      11.2    10.7    10.8     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    23.8    18.9    94.2   173.0   229.2   262.9   274.2
DW(Max)     V      10.4    10.0    10.1     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.3     8.2    40.8    74.9    99.3   113.9   118.8
DW(Min)     V       4.5     4.3     4.4     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   277.2   220.1  1089.9  1982.2  2595.3  2960.1  3058.9
            V     221.0   214.2   215.6   191.8   161.9   131.9    90.3    60.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   221.0   214.2   215.6   191.8   163.9   137.1   111.6    87.4
            M       0.0   286.5   228.0  1089.9  1867.5  2369.6  2585.7  2537.4
Total     : M+      0.0   560.2   444.8  2209.2  4037.5  5320.0  6087.8  6323.3
            V     345.1   332.7   335.3   292.4   237.4   182.4   115.7    60.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   345.1   332.7   335.3   292.4   239.4   187.6   137.0    87.7
            M       0.0   569.5   452.7  2209.2  3922.7  5094.3  5713.4  5801.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  103.16  102.67  105.00
Self wt.  : M    1087.0   947.5   715.0   389.5    78.2    98.5     0.0
(Max)       V       8.7    17.5    26.2    35.0    41.7    41.3    43.2
Self wt.  : M     782.7   682.2   514.8   280.5    56.3    70.9     0.0
(Min)       V       6.3    12.6    18.9    25.2    30.0    29.7    31.1
DL-Prec.  : M     172.0   150.0   113.2    61.7    12.4    15.6     0.0
DC(Max)     V       1.4     2.8     4.2     5.5     6.6     6.5     6.8
DL-Prec.  : M     123.9   108.0    81.5    44.4     8.9    11.2     0.0
DC(Min)     V       1.0     2.0     3.0     4.0     4.7     4.7     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1202.8  1048.4   791.2   431.0    86.5   109.0     0.0
Haunch (Max)V       9.7    19.4    29.0    38.7    46.1    45.7    47.8
Deck +    : M     866.0   754.9   569.7   310.3    62.3    78.5     0.0
Haunch (Min)V       7.0    13.9    20.9    27.9    33.2    32.9    34.4
Diaphragm : M      13.1     9.8     6.4     3.1     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.4     7.0     4.6     2.2     0.4     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     389.9   339.8   256.4   139.7    28.1    35.3     0.0
DC(Max)     V       3.1     6.3     9.4    12.5    14.9    14.8    15.5
DL-Comp   : M     280.7   244.7   184.6   100.6    20.2    25.4     0.0
DC(Min)     V       2.3     4.5     6.8     9.0    10.8    10.7    11.2
DL-Comp   : M     262.9   229.2   173.0    94.2    18.9    23.8     0.0
DW(Max)     V       2.1     4.2     6.3     8.5    10.1    10.0    10.4
DL-Comp   : M     113.9    99.3    74.9    40.8     8.2    10.3     0.0
DW(Min)     V       0.9     1.8     2.8     3.7     4.4     4.3     4.5
LL + I    : M+   2960.1  2595.3  1982.2  1089.9   220.1   277.2     0.0
            V      90.3   131.9   161.9   191.8   215.6   214.2   221.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   111.6   137.1   163.9   191.8   215.6   214.2   221.0
            M    2585.7  2369.6  1867.5  1089.9   228.0   286.5    -0.0
Total     : M+   6087.8  5320.0  4037.5  2209.2   444.8   560.2     0.0
            V     115.7   182.4   237.4   292.4   335.3   332.7   345.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   137.0   187.6   239.4   292.4   335.3   332.7   345.1
            M    5713.4  5094.3  3922.7  2209.2   452.7   569.5    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.2             43.2
Deck+Haunch            47.8             47.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.8              6.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.4             77.4
DL-Comp.(DW)           52.2             52.2
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    78.8    62.6   311.6   572.0   758.0   869.6   906.8
(Max)       V      34.5    33.0    33.3    28.0    21.0    14.0     7.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    12.5     9.9    49.3    90.5   120.0   137.6   143.5
DC(Max)     V       5.5     5.2     5.3     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    87.2    69.2   344.8   632.9   838.8   962.2  1003.4
Haunch (Max)V      38.2    36.5    36.9    31.0    23.2    15.5     7.7     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    28.3    22.4   111.8   205.2   271.9   311.9   325.2
DC(Max)     V      12.4    11.8    12.0    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    15.9    12.6    62.8   115.3   152.8   175.3   182.8
DW(Max)     V       7.0     6.7     6.7     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   109.8    87.3   427.0   761.0   992.7  1113.6  1109.0
            V     105.3   102.3   103.0    92.6    79.8    60.8    48.0    35.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   105.3   102.3   103.0    92.6    79.8    67.1    54.3    41.6
            M       0.0   109.8    87.3   427.0   761.0   969.7  1052.9  1010.7
Total     : M+      0.0   333.1   264.5  1309.8  2382.2  3142.0  3580.7  3683.9
            V     203.2   195.8   197.4   171.9   139.4   100.5    68.0    35.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   203.2   195.8   197.4   171.9   139.4   106.9    74.4    41.9
            M       0.0   333.1   264.5  1309.8  2382.2  3118.9  3520.1  3585.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  103.16  102.67  105.00
Self wt.  : M     869.6   758.0   572.0   311.6    62.6    78.8     0.0
(Max)       V       7.0    14.0    21.0    28.0    33.3    33.0    34.5
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     137.6   120.0    90.5    49.3     9.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.3     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     962.2   838.8   632.9   344.8    69.2    87.2     0.0
Haunch (Max)V       7.7    15.5    23.2    31.0    36.9    36.5    38.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      10.5     7.8     5.2     2.5     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     311.9   271.9   205.2   111.8    22.4    28.3     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    12.0    11.8    12.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     175.3   152.8   115.3    62.8    12.6    15.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.7     6.7     7.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1113.6   992.7   761.0   427.0    87.3   109.8     0.0
            V      48.0    60.8    79.8    92.6   103.0   102.3   105.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    54.3    67.1    79.8    92.6   103.0   102.3   105.3
            M    1052.9   969.7   761.0   427.0    87.3   109.8     0.0
Total     : M+   3580.7  3142.0  2382.2  1309.8   264.5   333.1     0.0
            V      68.0   100.5   139.4   171.9   197.4   195.8   203.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    74.4   106.9   139.4   171.9   197.4   195.8   203.2
            M    3520.1  3118.9  2382.2  1309.8   264.5   333.1     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.232   0.757   1.337   1.742   1.983   2.065   1.882 
Bottom        -0.201  -0.643  -1.125  -1.451  -1.643  -1.711  -1.564 
 
Prestress
Precast-top    0.425  -0.160  -0.650  -1.128  -1.361  -1.361  -1.361 
Bottom         4.613   5.951   6.334   6.699   6.875   6.875   6.875 
 
Total
Precast-top    0.657   0.596   0.687   0.615   0.621   0.704   0.521 
Bottom         4.412   5.308   5.209   5.248   5.232   5.163   5.311 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.48 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top    0.110   0.368   0.329  -0.139  -0.562  -0.976  -1.178  -1.178
Bottom         0.921   3.991   3.366   5.149   5.480   5.796   5.948   5.948
 
Self wt.
Precast-top   -0.000   0.179   0.142   0.704   1.285   1.690   1.931   2.014
Bottom        -0.000  -0.156  -0.124  -0.599  -1.082  -1.408  -1.600  -1.669
 
DL-Prec (DC)
Precast-top   -0.000   0.028   0.022   0.111   0.203   0.268   0.306   0.319
Bottom        -0.000  -0.025  -0.020  -0.095  -0.171  -0.223  -0.253  -0.264
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.006   0.012   0.017   0.023   0.029
Bottom        -0.000  -0.001  -0.001  -0.005  -0.010  -0.015  -0.019  -0.024
 
Deck + Haunch
Precast-top   -0.000   0.198   0.157   0.779   1.422   1.870   2.137   2.228
Bottom        -0.000  -0.172  -0.138  -0.663  -1.197  -1.558  -1.771  -1.846
 
DL-Comp (DC)
Topping-top   -0.000   0.016   0.013   0.064   0.117   0.154   0.176   0.183
Precast-top   -0.000   0.011   0.009   0.045   0.083   0.110   0.126   0.131
Bottom        -0.000  -0.035  -0.028  -0.133  -0.242  -0.318  -0.363  -0.378
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.036   0.065   0.086   0.099   0.103
Precast-top   -0.000   0.006   0.005   0.026   0.047   0.062   0.071   0.074
Bottom        -0.000  -0.019  -0.016  -0.075  -0.136  -0.179  -0.204  -0.212
 
LL+I(+)
Topping-top   -0.000   0.091   0.073   0.356   0.643   0.837   0.952   0.984
Precast-top   -0.000   0.064   0.051   0.253   0.459   0.599   0.681   0.704
Bottom        -0.000  -0.193  -0.155  -0.743  -1.338  -1.733  -1.966  -2.032
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.117   0.093   0.455   0.825   1.077   1.226   1.270 
Precast-top    0.110   0.857   0.717   1.786   2.948   3.640   4.097   4.321 
Bottom         0.921   3.390   2.885   2.836   1.304   0.363  -0.228  -0.478 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.025   0.020   0.100   0.182   0.240   0.274   0.286 
Precast-top    0.110   0.793   0.666   1.533   2.490   3.042   3.415   3.617 
Bottom         0.921   3.584   3.040   3.579   2.643   2.096   1.738   1.554 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.232   0.757   1.337   1.742   1.983   2.065   1.882 
Bottom        -0.201  -0.643  -1.125  -1.451  -1.643  -1.711  -1.564 
 
Prestress
Precast-top    0.425  -0.160  -0.650  -1.128  -1.361  -1.361  -1.361 
Bottom         4.613   5.951   6.334   6.699   6.875   6.875   6.875 
 
Total
Precast-top    0.657   0.596   0.687   0.615   0.621   0.704   0.521 
Bottom         4.412   5.308   5.209   5.248   5.232   5.163   5.311 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.48 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top    0.110   0.368   0.329  -0.139  -0.562  -0.976  -1.178  -1.178
Bottom         0.921   3.991   3.366   5.149   5.480   5.796   5.948   5.948
 
Self wt.
Precast-top   -0.000   0.179   0.142   0.704   1.285   1.690   1.931   2.014
Bottom        -0.000  -0.156  -0.124  -0.599  -1.082  -1.408  -1.600  -1.669
 
DL-Prec (DC)
Precast-top   -0.000   0.028   0.022   0.111   0.203   0.268   0.306   0.319
Bottom        -0.000  -0.025  -0.020  -0.095  -0.171  -0.223  -0.253  -0.264
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.006   0.012   0.017   0.023   0.029
Bottom        -0.000  -0.001  -0.001  -0.005  -0.010  -0.015  -0.019  -0.024
 
Deck + Haunch
Precast-top   -0.000   0.198   0.157   0.779   1.422   1.870   2.137   2.228
Bottom        -0.000  -0.172  -0.138  -0.663  -1.197  -1.558  -1.771  -1.846
 
DL-Comp (DC)
Topping-top   -0.000   0.016   0.013   0.064   0.117   0.154   0.176   0.183
Precast-top   -0.000   0.011   0.009   0.045   0.083   0.110   0.126   0.131
Bottom        -0.000  -0.035  -0.028  -0.133  -0.242  -0.318  -0.363  -0.378
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.036   0.065   0.086   0.099   0.103
Precast-top   -0.000   0.006   0.005   0.026   0.047   0.062   0.071   0.074
Bottom        -0.000  -0.019  -0.016  -0.075  -0.136  -0.179  -0.204  -0.212
 
LL+I(+)
Topping-top   -0.000   0.073   0.058   0.285   0.515   0.670   0.762   0.787
Precast-top   -0.000   0.051   0.041   0.202   0.367   0.479   0.545   0.563
Bottom        -0.000  -0.155  -0.124  -0.595  -1.071  -1.387  -1.573  -1.626
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.098   0.078   0.384   0.697   0.910   1.036   1.073 
Precast-top    0.110   0.844   0.707   1.735   2.857   3.521   3.961   4.180 
Bottom         0.921   3.429   2.916   2.985   1.572   0.710   0.165  -0.072 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
F_LL+I(+)
Topping-top   -0.000   0.063   0.050   0.244   0.432   0.561   0.627   0.624
Precast-top   -0.000   0.045   0.035   0.173   0.308   0.401   0.449   0.447
Bottom        -0.000  -0.134  -0.108  -0.510  -0.899  -1.160  -1.295  -1.289
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.076   0.060   0.294   0.523   0.680   0.764   0.767 
Precast-top    0.055   0.441   0.368   0.940   1.553   1.922   2.156   2.255 
Bottom         0.460   1.658   1.412   1.280   0.422  -0.112  -0.426  -0.512 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 3,  STRENGTH I
Using General Beta Theta Equation procedure - Art.5.7.3.4
Location (ft)
     Vu      bv    de     Aps      Vp    eps_x  Theta  Vs-reqd    Av/s    Av-prvd   Al_reqd
   (kips)   (in)  (in)   (in2)   (kips)                 (kips)  (in2/ft)  (in2/ft)   (in2)

    Mcor     a     dv      fpo   vu/fc   Vc-com  Beta  Max.spc.  min.Av/s  pVn/Vu       
    (kft)   (in)  (in)    (ksi)          (kips)          (in)    (in2/ft)             
*******************************************************************************************
Bearing :   0.67
    345.1    6.5   39.1    1.066   4.4   6.00e-3 50.0    357.2     2.210    4.224      0.00
      0.0    1.2   38.5     42.0 0.151      21.8 0.87    12.00     0.130    1.644 
Transfer:   3.00
    332.7    6.5   39.1    5.397  19.8  -0.11e-3 28.6    225.8     0.676    1.760      0.00
    569.5    5.4   36.4    189.0 0.148     124.2 5.25    12.00     0.130    1.655 
Critical:   3.61
    328.8    6.5   38.3    5.938  19.8  -0.14e-3 28.5    221.9     0.682    1.760      0.00
    719.6    5.8   35.3    189.0 0.150     123.6 5.38    12.00     0.130    1.626 
0.1L    :  10.63
    292.4    6.5   38.1    9.408  19.8  -0.20e-3 28.3    178.7     0.561    0.827      0.00
   2209.2    9.9   34.3    189.0 0.137     126.4 5.67    12.00     0.130    1.261 
0.2L    :  21.27
    239.4    6.5   37.3   10.850  19.8  -0.12e-3 28.6    131.3     0.426    0.620      0.00
   3922.7   10.7   33.6    189.0 0.113     114.9 5.27    24.00     0.130    1.225 
0.3L    :  31.90
    187.6    6.5   38.7   10.850  19.8  -0.04e-3 28.9     77.1     0.244    0.496      0.00
   5094.3   10.7   34.8    189.0 0.083     111.5 4.93    24.00     0.130    1.381 
0.4L    :  42.53
    137.0    6.5   39.4   10.850   0.0   0.07e-3 29.2     47.2     0.149    0.413      0.00
   5713.4   10.8   35.4    189.0 0.066     105.1 4.56    24.00     0.130    1.549 
0.5L    :  53.17
     87.7    6.5   39.4   10.850   0.0   0.01e-3 29.0      0.0     0.130    0.413      0.00
   5801.7   10.8   35.4    189.0 0.042     110.0 4.78    24.00     0.130    2.484 
0.6L    :  63.80
    137.0    6.5   39.4   10.850   0.0   0.07e-3 29.2     47.2     0.149    0.413      0.00
   5713.4   10.8   35.4    189.0 0.066     105.1 4.56    24.00     0.130    1.549 
0.7L    :  74.43
    187.6    6.5   38.7   10.850  19.8  -0.04e-3 28.9     77.1     0.244    0.496      0.00
   5094.3   10.7   34.8    189.0 0.083     111.5 4.93    24.00     0.130    1.381 
0.8L    :  85.07
    239.4    6.5   37.3   10.850  19.8  -0.12e-3 28.6    131.3     0.426    0.620      0.00
   3922.7   10.7   33.6    189.0 0.113     114.9 5.27    24.00     0.130    1.225 
0.9L    :  95.70
    292.4    6.5   38.1    9.408  19.8  -0.20e-3 28.3    178.7     0.561    0.827      0.00
   2209.2    9.9   34.3    189.0 0.137     126.4 5.67    12.00     0.130    1.261 
Critical: 102.72
    329.2    6.5   38.2    5.913  19.8  -0.14e-3 28.5    222.5     0.683    1.760      0.00
    702.3    5.8   35.4    189.0 0.151     123.5 5.38    12.00     0.130    1.625 
Transfer: 103.33
    332.7    6.5   39.1    5.397  19.8  -0.11e-3 28.6    225.8     0.676    1.760      0.00
    569.5    5.4   36.4    189.0 0.148     124.2 5.25    12.00     0.130    1.655 
Bearing : 105.67
    345.1    6.5   39.1    1.066   4.4   6.00e-3 50.0    357.2     2.210    4.224      0.00
      0.0    1.2   38.5     42.0 0.151      21.8 0.87    12.00     0.130    1.644 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1786.53
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    3.57
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 3
(Beam and Slab effects are INCLUDED in Vu).
Computed Interface width considered to be engaged in shear transfer, bvi = 34.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    345.1      9.95     39.15    1.25       38.52    24.00      0.340      2.468      0.087      4.224 
Transfer:      2.33
    332.7     10.15     39.12    5.38       36.43    24.00      0.340      2.533      0.126      1.760 
Critical:      2.94
    329.5     10.36     38.25    5.82       35.34    24.00      0.340      2.603      0.168      1.760 
0.1L    :      9.97
    292.4      9.80     38.12    9.91       33.16    24.00      0.340      2.416      0.055      0.827 
0.2L    :     20.60
    239.4      8.31     37.31   10.65       31.99    24.00      0.340      1.922      0.000      0.620 
0.3L    :     31.23
    187.6      6.25     38.68   10.72       33.32    24.00      0.340      1.235      0.000      0.496 
0.4L    :     41.87
    137.0      4.48     39.37   10.75       33.99    24.00      0.340      0.643      0.000      0.413 
0.5L    :     52.50
     87.7      2.87     39.37   10.75       33.99    24.00      0.340      0.105      0.000      0.413 
0.6L    :     63.13
    137.0      4.48     39.37   10.75       33.99    24.00      0.340      0.643      0.000      0.413 
0.7L    :     73.77
    187.6      6.25     38.68   10.72       33.32    24.00      0.340      1.235      0.000      0.496 
0.8L    :     84.40
    239.4      8.31     37.31   10.65       31.99    24.00      0.340      1.922      0.000      0.620 
0.9L    :     95.03
    292.4      9.80     38.12    9.91       33.16    24.00      0.340      2.416      0.055      0.827 
Critical:    102.05
    329.5     10.35     38.25    5.78       35.36    24.00      0.340      2.602      0.167      1.760 
Transfer:    102.67
    332.7     10.15     39.12    5.38       36.43    24.00      0.340      2.533      0.126      1.760 
Bearing :    105.00
    345.1      9.95     39.15    1.25       38.52    24.00      0.340      2.468      0.087      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.97 ft
Prestress      :       2.803  1.80      5.045  2.20      6.166
Self Wt.       :      -1.051  1.85     -1.945  2.40     -2.523
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.751            3.100            3.643
 
At 0.2 x L = 20.60 ft
Prestress      :       5.031  1.80      9.056  2.20     11.068
Self Wt.       :      -1.968  1.85     -3.641  2.40     -4.723
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.063            5.415            6.345
 
At 0.3 x L = 31.23 ft
Prestress      :       6.601  1.80     11.882  2.20     14.522
Self Wt.       :      -2.662  1.85     -4.924  2.40     -6.388
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.939            6.958            8.134
 
At 0.4 x L = 41.87 ft
Prestress      :       7.549  1.80     13.587  2.20     16.607
Self Wt.       :      -3.097  1.85     -5.729  2.40     -7.433
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       4.452            7.858            9.174
 
At 0.5 x L = 52.50 ft
Prestress      :       7.889  1.80     14.200  2.20     17.356
Self Wt.       :      -3.252  1.85     -6.016  2.40     -7.805
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       4.637            8.184            9.551
 
At 0.6 x L = 63.13 ft
Prestress      :       7.549  1.80     13.587  2.20     16.607
Self Wt.       :      -3.097  1.85     -5.729  2.40     -7.433
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       4.452            7.858            9.174
 
At 0.7 x L = 73.77 ft
Prestress      :       6.601  1.80     11.882  2.20     14.522
Self Wt.       :      -2.662  1.85     -4.924  2.40     -6.388
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.939            6.958            8.134
 
At 0.8 x L = 84.40 ft
Prestress      :       5.031  1.80      9.056  2.20     11.068
Self Wt.       :      -1.968  1.85     -3.641  2.40     -4.723
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.063            5.415            6.345
 
At 0.9 x L = 95.03 ft
Prestress      :       2.803  1.80      5.045  2.20      6.166
Self Wt.       :      -1.051  1.85     -1.945  2.40     -2.523
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.751            3.100            3.643
 

ULTIMATE - Span : 1, Beam : 3,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.33
   560.2    34.1  6.291  256.0    6.3   5.38   4220.0  0.017T 1.00       -       -     -     -  
H/2     :   1.84
   444.8    34.1  5.264  258.1    5.3   4.54   3600.2  0.021T 1.00       -       -     -     -  
0.1L    :   9.97
  2209.2    35.5 10.479  245.2   11.7   9.91   6667.3  0.008T 1.00       -       -     -     -  
0.2L    :  20.60
  4037.5    37.3 10.850  244.6   12.5  10.65   7247.0  0.007T 1.00   5349.8  5349.8    1.35    -  
0.3L    :  31.23
  5320.0    38.7 10.850  245.4   12.6  10.72   7568.8  0.007T 1.00   5477.4  5477.4    1.38    -  
0.4L    :  41.87
  6087.8    39.4 10.850  245.7   12.7  10.75   7730.0  0.007T 1.00   5518.5  5518.5    1.40    -  
0.5L    :  52.50
  6323.3    39.4 10.850  245.7   12.7  10.75   7730.0  0.007T 1.00   5467.8  5467.8    1.41    -  
0.6L    :  63.13
  6087.8    39.4 10.850  245.7   12.7  10.75   7730.0  0.007T 1.00   5518.5  5518.5    1.40    -  
0.7L    :  73.77
  5320.0    38.7 10.850  245.4   12.6  10.72   7568.8  0.007T 1.00   5477.4  5477.4    1.38    -  
0.8L    :  84.40
  4037.5    37.3 10.850  244.6   12.5  10.65   7247.0  0.007T 1.00   5349.8  5349.8    1.35    -  
0.9L    :  95.03
  2209.2    35.5 10.479  245.2   11.7   9.91   6667.3  0.008T 1.00   5331.2  2938.2    1.25    -  
H/2     : 103.16
   444.8    34.1  5.264  258.1    5.3   4.54   3600.2  0.021T 1.00       -       -     -     -  
Transfer: 102.67
   560.2    34.1  6.291  256.0    6.3   5.38   4220.0  0.017T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 3; Groups 1-25; Units: ksi )
 
Grp Str    Ys,in       3.00ft   6.00ft   9.00ft

  1   2 E   2.00 Ft     0.122    0.340    0.545
        M   2.00 Fb     0.132   -0.058   -0.231
 
  2   2 E  32.00 Ft     0.468    0.662    0.840
        M  12.00 Fb     0.068   -0.100   -0.251
 
  3   2 E  30.00 Ft     0.783    0.951    1.104
        M  10.00 Fb     0.032   -0.113   -0.243
 
  4   2 E  28.00 Ft     1.065    1.207    1.336
        M   8.00 Fb     0.023   -0.099   -0.207
 
  5   2 E  26.00 Ft     1.315    1.432    1.535
        M   6.00 Fb     0.043   -0.058   -0.145
 
  6   2 E  24.00 Ft     1.533    1.625    1.702
        M   4.00 Fb     0.091    0.011   -0.055
 
  7   2 E  22.00 Ft     1.719    1.785    1.838
        M   2.00 Fb     0.167    0.108    0.063
 
  8   2 E   8.00 Ft     1.705    1.772    1.826
        M   8.00 Fb     0.416    0.354    0.305
 
  9   2 E   6.00 Ft     1.659    1.727    1.782
        M   6.00 Fb     0.694    0.628    0.575
 
 10   2 E   6.00 Ft     1.614    1.682    1.739
        M   6.00 Fb     0.971    0.902    0.845
 
 11   2 E   6.00 Ft     1.614    1.637    1.695
        M   6.00 Fb     0.971    1.177    1.116
 
 12   2 E   6.00 Ft     1.568    1.592    1.651
        M   6.00 Fb     1.248    1.451    1.386
 
 13   2 E   6.00 Ft     1.568    1.547    1.607
        M   6.00 Fb     1.248    1.726    1.657
 
 14   2 E   6.00 Ft     1.522    1.502    1.563
        M   6.00 Fb     1.525    1.999    1.927
 
 15   2 E   4.00 Ft     1.443    1.425    1.487
        M   4.00 Fb     1.830    2.301    2.224
 
 16   2 E   4.00 Ft     1.443    1.425    1.411
        M   4.00 Fb     1.830    2.301    2.523
 
 17   2 E   4.00 Ft     1.365    1.348    1.335
        M   4.00 Fb     2.136    2.602    2.820
 
 18   2 E   4.00 Ft     1.365    1.348    1.259
        M   4.00 Fb     2.136    2.602    3.119
 
 19   2 E   4.00 Ft     1.287    1.270    1.184
        M   4.00 Fb     2.441    2.903    3.416
 
 20   2 E   4.00 Ft     1.209    1.193    1.108
        M   4.00 Fb     2.746    3.205    3.713
 
 21   2 E   2.00 Ft     1.099    1.084    1.000
        M   2.00 Fb     3.079    3.534    4.037
 
 22   2 E   2.00 Ft     0.988    0.975    0.892
        M   2.00 Fb     3.412    3.863    4.362
 
 23   2 E   2.00 Ft     0.878    0.865    0.784
        M   2.00 Fb     3.745    4.192    4.686
 
 24   2 E   2.00 Ft     0.768    0.756    0.676
        M   2.00 Fb     4.079    4.521    5.011
 
 25   2 E   2.00 Ft     0.657    0.647    0.568
        M   2.00 Fb     4.412    4.850    5.335
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 106.33            Release Length, ft: 106.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  50
No. of strands, Draped:  12           No. of strands, Straight:  38
Concrete Strength, f'ci:   8.5  ksi        f'c:  10.0 ksi  f'ct   4.0 ksi
Initial losses: 10.56 %               Final losses: 15.72 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.525       5.311     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.596   0.1L/0.9L
      Precast Top w/ reinf. (tension)      -0.700           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7729.95     6323.27     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  45.00 %      33.33 %               OK
      Max. Debond Total                    25.00 %      16.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   1.270     Midspan    1.800   0.286     Midspan
    Pre.Top:   6.000   4.321     Midspan    4.500   3.617     Midspan
    Pre.Bot:   6.000   3.390    Transfer    4.500   3.584    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.600   0.110     Bearing
    Pre.Bot:  -0.600  -0.072     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             4.000   2.255     Midspan
    Pre.Bot:                                                             4.000   1.658    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.889  1.80     14.200  2.20     17.356
Self Wt.       :      -3.252  1.85     -6.016  2.40     -7.805
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       4.637            8.184            9.551
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  36.33 ft
Type      : I-Girder                            Curb-to-curb       =  33.16 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   7.33/  7.33 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  87.996 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  105.00
     DC  Line       0.069      0.00       0.069  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.333 ft
Release length = 106.333 ft
Design  length = 105.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.578   (Calculated)    
Live Moment (1  lane  loaded)  : 0.407   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.045   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.880   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 4
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        631.7 in2           1148.3 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           254811 in4#
Ht. of c.g.           =        17.14 in             27.55 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1386.1 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7391

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     1.84     9.97    20.60    31.23    41.87    52.50
 
Precast: (At Release, using Ec =  5471.1 ksi )
  Area    , in2    640.2    670.1    663.8    677.4    677.4    677.4    677.4    677.4
  Yb      ,  in    17.05    16.74    16.80    16.54    16.45    16.36    16.31    16.31
  MI(Ixx) , in4   100354   101767   101457   103304   104415   105686   106382   106382
Composite: (At Final, using Ec =  5772.5 ksi )
  Area    , in2   1156.3   1184.2   1178.3   1191.0   1191.0   1191.0   1191.0   1191.0
  Yb      ,  in    27.43    27.02    27.11    26.86    26.81    26.76    26.73    26.73
  MI(Ixx) , in4   257121   265390   263631   270060   272309   274713   275973   275973

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.50  ksi   
  Elasticity         =     5471.1 ksi   
  Max comp           =       5.53 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.70 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =      10.00 ksi           4.00 ksi
  Elasticity         =    5772.50 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       6.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.50 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       4.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.60 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  50 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 37.22 ft from member end )
END PATTERN (Ycg = 9.68 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in
     2 @ 22.000 in     2 @ 24.000 in     2 @ 26.000 in     2 @ 28.000 in
     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.88 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in     2 @ 12.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in

SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
11      2     6.00 in  6.00 in   3.00 ft    0.00 ft   9.00 in      73.0  %  42.8 kips
13      2     6.00 in  6.00 in   3.00 ft    0.00 ft   5.00 in      73.0  %  42.8 kips
16      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
18      2     4.00 in  4.00 in   6.00 ft    0.00 ft   7.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.2 ksi
Total Strand Area     =   10.85 in2      Initial Pull          =     2128.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     10.638 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     13.298 ft
Holddown Force        =  22.836 kips     Beam Shrtng (PL/AE)   =      0.748 in
 
 
Span: 1, Beam: 4
 
ESTIMATED QUANTITIES
 
  Prestressing   Strands                Beam    Concrete  Stirrups  Longitudinal Bars 
   (linear ft) (LB/1000ft)   (LB)    Vol(C.Y.)   Wt(LB)     (LB)           (LB)       
--------------------------------------------------------------------------------------
      5317.560         740 3934.994     17.276 69969.680   855.574     673.062        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.50       0.1250      0.3333    Yes
      2      US#6[M19]       60.00        0.88       2.50       0.3333      0.5417     No
      2      US#6[M19]       60.00        0.88       2.50       0.5417      0.7500    Yes
      2      US#6[M19]       60.00        0.88       4.00       0.7500      1.0833     No
      2      US#6[M19]       60.00        0.88       4.00       1.0833      1.4167    Yes
      2      US#6[M19]       60.00        0.88       4.00       1.4167      1.7500     No
      2      US#6[M19]       60.00        0.88       6.00       1.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167     11.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.1667     24.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.1667     36.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      36.6667     69.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      69.6667     82.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      82.1667     95.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      95.1667    101.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00     101.9167    102.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00     102.5833    104.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00     104.5833    104.9167     No
      2      US#6[M19]       60.00        0.88       4.00     104.9167    105.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00     105.2500    105.5833     No
      2      US#6[M19]       60.00        0.88       2.50     105.5833    105.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50     105.7917    106.0000     No
      2      US#6[M19]       60.00        0.88       2.50     106.0000    106.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50     106.2083    106.3333     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 106.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 10.8500 in2       Ycg =  4.88 in
         P_init    =     2128.7 kips  Ecc = 12.26 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5471 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.73 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.979 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.39 ksi    0.00 ksi
    due to Composite Loads                                 -2.38 ksi    0.00 ksi
    due to Live Loads                                      -6.56 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         6.32 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        17.74 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.73 ksi  (10.56 %)            10.12 ksi ( 5.16 %)
Total Prestress Losses                                    30.85 ksi (15.72 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.2 ksi < 0.75 fpu, OK 
     initial fpe = 165.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    78.8    62.6   311.6   572.0   758.0   869.6   906.8
(Max)       V      34.5    33.0    33.3    28.0    21.0    14.0     7.0     0.0
DL-Prec.  : M       0.0    12.5     9.9    49.3    90.5   120.0   137.6   143.5
DC(Max)     V       5.5     5.2     5.3     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    87.2    69.2   344.8   632.9   838.8   962.2  1003.4
Haunch (Max)V      38.2    36.5    36.9    31.0    23.2    15.5     7.7     0.0
Diaphragm : M       0.0     0.6     0.5     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    28.3    22.4   111.8   205.2   271.9   311.9   325.2
DC(Max)     V      12.4    11.8    12.0    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    15.9    12.6    62.8   115.3   152.8   175.3   182.8
DW(Max)     V       7.0     6.7     6.7     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   158.4   125.8   622.8  1132.7  1483.0  1691.5  1748.0
            V     126.3   122.4   123.2   109.6    92.5    75.4    51.6    34.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   126.3   122.4   123.2   109.6    93.6    78.4    63.8    49.9
            M       0.0   163.7   130.3   622.8  1067.1  1354.1  1477.5  1449.9
Total     : M+      0.0   381.6   303.0  1505.6  2753.8  3632.3  4158.6  4322.9
            V     224.1   215.9   217.6   188.9   152.1   115.2    71.6    34.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   224.1   215.9   217.6   188.9   153.2   118.1    83.8    50.2
            M       0.0   386.9   307.5  1505.6  2688.3  3503.3  3944.7  4024.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  103.16  102.67  105.00
Self wt.  : M     869.6   758.0   572.0   311.6    62.6    78.8     0.0
(Max)       V       7.0    14.0    21.0    28.0    33.3    33.0    34.5
DL-Prec.  : M     137.6   120.0    90.5    49.3     9.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.3     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     962.2   838.8   632.9   344.8    69.2    87.2     0.0
Haunch (Max)V       7.7    15.5    23.2    31.0    36.9    36.5    38.2
Diaphragm : M      10.5     7.8     5.2     2.5     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     311.9   271.9   205.2   111.8    22.4    28.3     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    12.0    11.8    12.4
DL-Comp   : M     175.3   152.8   115.3    62.8    12.6    15.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.7     6.7     7.0
LL + I    : M+   1691.5  1483.0  1132.7   622.8   125.8   158.4     0.0
            V      51.6    75.4    92.5   109.6   123.2   122.4   126.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.8    78.4    93.6   109.6   123.2   122.4   126.3
            M    1477.5  1354.1  1067.1   622.8   130.3   163.7    -0.0
Total     : M+   4158.6  3632.3  2753.8  1505.6   303.0   381.6     0.0
            V      71.6   115.2   152.1   188.9   217.6   215.9   224.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    83.8   118.1   153.2   188.9   217.6   215.9   224.1
            M    3944.7  3503.3  2688.3  1505.6   307.5   386.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               34.5             34.5
Deck+Haunch            38.2             38.2
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.5              5.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           61.9             61.9
DL-Comp.(DW)           34.8             34.8
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    78.8    62.6   311.6   572.0   758.0   869.6   906.8
(Max)       V      34.5    33.0    33.3    28.0    21.0    14.0     7.0     0.0
DL-Prec.  : M       0.0    12.5     9.9    49.3    90.5   120.0   137.6   143.5
DC(Max)     V       5.5     5.2     5.3     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    87.2    69.2   344.8   632.9   838.8   962.2  1003.4
Haunch (Max)V      38.2    36.5    36.9    31.0    23.2    15.5     7.7     0.0
Diaphragm : M       0.0     0.6     0.5     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    28.3    22.4   111.8   205.2   271.9   311.9   325.2
DC(Max)     V      12.4    11.8    12.0    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    15.9    12.6    62.8   115.3   152.8   175.3   182.8
DW(Max)     V       7.0     6.7     6.7     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   126.7   100.6   498.2   906.2  1186.4  1353.2  1398.4
            V     101.0    97.9    98.6    87.7    74.0    60.3    41.3    27.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   101.0    97.9    98.6    87.7    74.9    62.7    51.0    39.9
            M       0.0   131.0   104.2   498.2   853.7  1083.2  1182.0  1159.9
Total     : M+      0.0   349.9   277.9  1381.1  2527.3  3335.7  3820.3  3973.3
            V     198.9   191.4   193.0   167.0   133.6   100.1    61.3    27.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   198.9   191.4   193.0   167.0   134.5   102.5    71.0    40.2
            M       0.0   354.2   281.4  1381.1  2474.8  3232.5  3649.2  3734.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  103.16  102.67  105.00
Self wt.  : M     869.6   758.0   572.0   311.6    62.6    78.8     0.0
(Max)       V       7.0    14.0    21.0    28.0    33.3    33.0    34.5
DL-Prec.  : M     137.6   120.0    90.5    49.3     9.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.3     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     962.2   838.8   632.9   344.8    69.2    87.2     0.0
Haunch (Max)V       7.7    15.5    23.2    31.0    36.9    36.5    38.2
Diaphragm : M      10.5     7.8     5.2     2.5     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     311.9   271.9   205.2   111.8    22.4    28.3     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    12.0    11.8    12.4
DL-Comp   : M     175.3   152.8   115.3    62.8    12.6    15.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.7     6.7     7.0
LL + I    : M+   1353.2  1186.4   906.2   498.2   100.6   126.7     0.0
            V      41.3    60.3    74.0    87.7    98.6    97.9   101.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    51.0    62.7    74.9    87.7    98.6    97.9   101.0
            M    1182.0  1083.2   853.7   498.2   104.2   131.0    -0.0
Total     : M+   3820.3  3335.7  2527.3  1381.1   277.9   349.9     0.0
            V      61.3   100.1   133.6   167.0   193.0   191.4   198.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    71.0   102.5   134.5   167.0   193.0   191.4   198.9
            M    3649.2  3232.5  2474.8  1381.1   281.4   354.2    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    98.5    78.2   389.5   715.0   947.5  1087.0  1133.5
(Max)       V      43.2    41.3    41.7    35.0    26.2    17.5     8.7     0.0
Self wt.  : M       0.0    70.9    56.3   280.5   514.8   682.2   782.7   816.2
(Min)       V      31.1    29.7    30.0    25.2    18.9    12.6     6.3     0.0
DL-Prec.  : M       0.0    15.6    12.4    61.7   113.2   150.0   172.0   179.4
DC(Max)     V       6.8     6.5     6.6     5.5     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0    11.2     8.9    44.4    81.5   108.0   123.9   129.2
DC(Min)     V       4.9     4.7     4.7     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   109.0    86.5   431.0   791.2  1048.4  1202.8  1254.3
Haunch (Max)V      47.8    45.7    46.1    38.7    29.0    19.4     9.7     0.0
Deck +    : M       0.0    78.5    62.3   310.3   569.7   754.9   866.0   903.1
Haunch (Min)V      34.4    32.9    33.2    27.9    20.9    13.9     7.0     0.0
Diaphragm : M       0.0     0.7     0.6     3.1     6.4     9.8    13.1    16.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.4     2.2     4.6     7.0     9.4    11.8
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.3    28.1   139.7   256.4   339.8   389.9   406.5
DC(Max)     V      15.5    14.8    14.9    12.5     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    25.4    20.2   100.6   184.6   244.7   280.7   292.7
DC(Min)     V      11.2    10.7    10.8     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    23.8    18.9    94.2   173.0   229.2   262.9   274.2
DW(Max)     V      10.4    10.0    10.1     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.3     8.2    40.8    74.9    99.3   113.9   118.8
DW(Min)     V       4.5     4.3     4.4     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   277.2   220.1  1089.9  1982.2  2595.3  2960.1  3058.9
            V     221.0   214.2   215.6   191.8   161.9   131.9    90.3    60.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   221.0   214.2   215.6   191.8   163.9   137.1   111.6    87.4
            M       0.0   286.5   228.0  1089.9  1867.5  2369.6  2585.7  2537.4
Total     : M+      0.0   560.2   444.8  2209.2  4037.5  5320.0  6087.8  6323.3
            V     345.1   332.7   335.3   292.4   237.4   182.4   115.7    60.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   345.1   332.7   335.3   292.4   239.4   187.6   137.0    87.7
            M       0.0   569.5   452.7  2209.2  3922.7  5094.3  5713.4  5801.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  103.16  102.67  105.00
Self wt.  : M    1087.0   947.5   715.0   389.5    78.2    98.5     0.0
(Max)       V       8.7    17.5    26.2    35.0    41.7    41.3    43.2
Self wt.  : M     782.7   682.2   514.8   280.5    56.3    70.9     0.0
(Min)       V       6.3    12.6    18.9    25.2    30.0    29.7    31.1
DL-Prec.  : M     172.0   150.0   113.2    61.7    12.4    15.6     0.0
DC(Max)     V       1.4     2.8     4.2     5.5     6.6     6.5     6.8
DL-Prec.  : M     123.9   108.0    81.5    44.4     8.9    11.2     0.0
DC(Min)     V       1.0     2.0     3.0     4.0     4.7     4.7     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1202.8  1048.4   791.2   431.0    86.5   109.0     0.0
Haunch (Max)V       9.7    19.4    29.0    38.7    46.1    45.7    47.8
Deck +    : M     866.0   754.9   569.7   310.3    62.3    78.5     0.0
Haunch (Min)V       7.0    13.9    20.9    27.9    33.2    32.9    34.4
Diaphragm : M      13.1     9.8     6.4     3.1     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.4     7.0     4.6     2.2     0.4     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     389.9   339.8   256.4   139.7    28.1    35.3     0.0
DC(Max)     V       3.1     6.3     9.4    12.5    14.9    14.8    15.5
DL-Comp   : M     280.7   244.7   184.6   100.6    20.2    25.4     0.0
DC(Min)     V       2.3     4.5     6.8     9.0    10.8    10.7    11.2
DL-Comp   : M     262.9   229.2   173.0    94.2    18.9    23.8     0.0
DW(Max)     V       2.1     4.2     6.3     8.5    10.1    10.0    10.4
DL-Comp   : M     113.9    99.3    74.9    40.8     8.2    10.3     0.0
DW(Min)     V       0.9     1.8     2.8     3.7     4.4     4.3     4.5
LL + I    : M+   2960.1  2595.3  1982.2  1089.9   220.1   277.2     0.0
            V      90.3   131.9   161.9   191.8   215.6   214.2   221.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   111.6   137.1   163.9   191.8   215.6   214.2   221.0
            M    2585.7  2369.6  1867.5  1089.9   228.0   286.5    -0.0
Total     : M+   6087.8  5320.0  4037.5  2209.2   444.8   560.2     0.0
            V     115.7   182.4   237.4   292.4   335.3   332.7   345.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   137.0   187.6   239.4   292.4   335.3   332.7   345.1
            M    5713.4  5094.3  3922.7  2209.2   452.7   569.5    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.2             43.2
Deck+Haunch            47.8             47.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.8              6.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.4             77.4
DL-Comp.(DW)           52.2             52.2
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    78.8    62.6   311.6   572.0   758.0   869.6   906.8
(Max)       V      34.5    33.0    33.3    28.0    21.0    14.0     7.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    12.5     9.9    49.3    90.5   120.0   137.6   143.5
DC(Max)     V       5.5     5.2     5.3     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    87.2    69.2   344.8   632.9   838.8   962.2  1003.4
Haunch (Max)V      38.2    36.5    36.9    31.0    23.2    15.5     7.7     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    28.3    22.4   111.8   205.2   271.9   311.9   325.2
DC(Max)     V      12.4    11.8    12.0    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    15.9    12.6    62.8   115.3   152.8   175.3   182.8
DW(Max)     V       7.0     6.7     6.7     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   109.8    87.3   427.0   761.0   992.7  1113.6  1109.0
            V     105.3   102.3   103.0    92.6    79.8    60.8    48.0    35.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   105.3   102.3   103.0    92.6    79.8    67.1    54.3    41.6
            M       0.0   109.8    87.3   427.0   761.0   969.7  1052.9  1010.7
Total     : M+      0.0   333.1   264.5  1309.8  2382.2  3142.0  3580.7  3683.9
            V     203.2   195.8   197.4   171.9   139.4   100.5    68.0    35.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   203.2   195.8   197.4   171.9   139.4   106.9    74.4    41.9
            M       0.0   333.1   264.5  1309.8  2382.2  3118.9  3520.1  3585.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  103.16  102.67  105.00
Self wt.  : M     869.6   758.0   572.0   311.6    62.6    78.8     0.0
(Max)       V       7.0    14.0    21.0    28.0    33.3    33.0    34.5
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     137.6   120.0    90.5    49.3     9.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.3     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     962.2   838.8   632.9   344.8    69.2    87.2     0.0
Haunch (Max)V       7.7    15.5    23.2    31.0    36.9    36.5    38.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      10.5     7.8     5.2     2.5     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     311.9   271.9   205.2   111.8    22.4    28.3     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    12.0    11.8    12.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     175.3   152.8   115.3    62.8    12.6    15.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.7     6.7     7.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1113.6   992.7   761.0   427.0    87.3   109.8     0.0
            V      48.0    60.8    79.8    92.6   103.0   102.3   105.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    54.3    67.1    79.8    92.6   103.0   102.3   105.3
            M    1052.9   969.7   761.0   427.0    87.3   109.8     0.0
Total     : M+   3580.7  3142.0  2382.2  1309.8   264.5   333.1     0.0
            V      68.0   100.5   139.4   171.9   197.4   195.8   203.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    74.4   106.9   139.4   171.9   197.4   195.8   203.2
            M    3520.1  3118.9  2382.2  1309.8   264.5   333.1     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.232   0.757   1.337   1.742   1.983   2.065   1.882 
Bottom        -0.201  -0.643  -1.125  -1.451  -1.643  -1.711  -1.564 
 
Prestress
Precast-top    0.425  -0.160  -0.650  -1.128  -1.361  -1.361  -1.361 
Bottom         4.613   5.951   6.334   6.699   6.875   6.875   6.875 
 
Total
Precast-top    0.657   0.596   0.687   0.615   0.621   0.704   0.521 
Bottom         4.412   5.308   5.209   5.248   5.232   5.163   5.311 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.48 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top    0.110   0.368   0.329  -0.139  -0.562  -0.976  -1.178  -1.178
Bottom         0.921   3.991   3.366   5.149   5.480   5.796   5.948   5.948
 
Self wt.
Precast-top   -0.000   0.179   0.142   0.704   1.285   1.690   1.931   2.014
Bottom        -0.000  -0.156  -0.124  -0.599  -1.082  -1.408  -1.600  -1.669
 
DL-Prec (DC)
Precast-top   -0.000   0.028   0.022   0.111   0.203   0.268   0.306   0.319
Bottom        -0.000  -0.025  -0.020  -0.095  -0.171  -0.223  -0.253  -0.264
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.006   0.012   0.017   0.023   0.029
Bottom        -0.000  -0.001  -0.001  -0.005  -0.010  -0.015  -0.019  -0.024
 
Deck + Haunch
Precast-top   -0.000   0.198   0.157   0.779   1.422   1.870   2.137   2.228
Bottom        -0.000  -0.172  -0.138  -0.663  -1.197  -1.558  -1.771  -1.846
 
DL-Comp (DC)
Topping-top   -0.000   0.016   0.013   0.064   0.117   0.154   0.176   0.183
Precast-top   -0.000   0.011   0.009   0.045   0.083   0.110   0.126   0.131
Bottom        -0.000  -0.035  -0.028  -0.133  -0.242  -0.318  -0.363  -0.378
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.036   0.065   0.086   0.099   0.103
Precast-top   -0.000   0.006   0.005   0.026   0.047   0.062   0.071   0.074
Bottom        -0.000  -0.019  -0.016  -0.075  -0.136  -0.179  -0.204  -0.212
 
LL+I(+)
Topping-top   -0.000   0.091   0.073   0.356   0.643   0.837   0.952   0.984
Precast-top   -0.000   0.064   0.051   0.253   0.459   0.599   0.681   0.704
Bottom        -0.000  -0.193  -0.155  -0.743  -1.338  -1.733  -1.966  -2.032
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.117   0.093   0.455   0.825   1.077   1.226   1.270 
Precast-top    0.110   0.857   0.717   1.786   2.948   3.640   4.097   4.321 
Bottom         0.921   3.390   2.885   2.836   1.304   0.363  -0.228  -0.478 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.025   0.020   0.100   0.182   0.240   0.274   0.286 
Precast-top    0.110   0.793   0.666   1.533   2.490   3.042   3.415   3.617 
Bottom         0.921   3.584   3.040   3.579   2.643   2.096   1.738   1.554 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.232   0.757   1.337   1.742   1.983   2.065   1.882 
Bottom        -0.201  -0.643  -1.125  -1.451  -1.643  -1.711  -1.564 
 
Prestress
Precast-top    0.425  -0.160  -0.650  -1.128  -1.361  -1.361  -1.361 
Bottom         4.613   5.951   6.334   6.699   6.875   6.875   6.875 
 
Total
Precast-top    0.657   0.596   0.687   0.615   0.621   0.704   0.521 
Bottom         4.412   5.308   5.209   5.248   5.232   5.163   5.311 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.48 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top    0.110   0.368   0.329  -0.139  -0.562  -0.976  -1.178  -1.178
Bottom         0.921   3.991   3.366   5.149   5.480   5.796   5.948   5.948
 
Self wt.
Precast-top   -0.000   0.179   0.142   0.704   1.285   1.690   1.931   2.014
Bottom        -0.000  -0.156  -0.124  -0.599  -1.082  -1.408  -1.600  -1.669
 
DL-Prec (DC)
Precast-top   -0.000   0.028   0.022   0.111   0.203   0.268   0.306   0.319
Bottom        -0.000  -0.025  -0.020  -0.095  -0.171  -0.223  -0.253  -0.264
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.006   0.012   0.017   0.023   0.029
Bottom        -0.000  -0.001  -0.001  -0.005  -0.010  -0.015  -0.019  -0.024
 
Deck + Haunch
Precast-top   -0.000   0.198   0.157   0.779   1.422   1.870   2.137   2.228
Bottom        -0.000  -0.172  -0.138  -0.663  -1.197  -1.558  -1.771  -1.846
 
DL-Comp (DC)
Topping-top   -0.000   0.016   0.013   0.064   0.117   0.154   0.176   0.183
Precast-top   -0.000   0.011   0.009   0.045   0.083   0.110   0.126   0.131
Bottom        -0.000  -0.035  -0.028  -0.133  -0.242  -0.318  -0.363  -0.378
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.036   0.065   0.086   0.099   0.103
Precast-top   -0.000   0.006   0.005   0.026   0.047   0.062   0.071   0.074
Bottom        -0.000  -0.019  -0.016  -0.075  -0.136  -0.179  -0.204  -0.212
 
LL+I(+)
Topping-top   -0.000   0.073   0.058   0.285   0.515   0.670   0.762   0.787
Precast-top   -0.000   0.051   0.041   0.202   0.367   0.479   0.545   0.563
Bottom        -0.000  -0.155  -0.124  -0.595  -1.071  -1.387  -1.573  -1.626
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.098   0.078   0.384   0.697   0.910   1.036   1.073 
Precast-top    0.110   0.844   0.707   1.735   2.857   3.521   3.961   4.180 
Bottom         0.921   3.429   2.916   2.985   1.572   0.710   0.165  -0.072 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
F_LL+I(+)
Topping-top   -0.000   0.063   0.050   0.244   0.432   0.561   0.627   0.624
Precast-top   -0.000   0.045   0.035   0.173   0.308   0.401   0.449   0.447
Bottom        -0.000  -0.134  -0.108  -0.510  -0.899  -1.160  -1.295  -1.289
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.076   0.060   0.294   0.523   0.680   0.764   0.767 
Precast-top    0.055   0.441   0.368   0.940   1.553   1.922   2.156   2.255 
Bottom         0.460   1.658   1.412   1.280   0.422  -0.112  -0.426  -0.512 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 4,  STRENGTH I
Using General Beta Theta Equation procedure - Art.5.7.3.4
Location (ft)
     Vu      bv    de     Aps      Vp    eps_x  Theta  Vs-reqd    Av/s    Av-prvd   Al_reqd
   (kips)   (in)  (in)   (in2)   (kips)                 (kips)  (in2/ft)  (in2/ft)   (in2)

    Mcor     a     dv      fpo   vu/fc   Vc-com  Beta  Max.spc.  min.Av/s  pVn/Vu       
    (kft)   (in)  (in)    (ksi)          (kips)          (in)    (in2/ft)             
*******************************************************************************************
Bearing :   0.67
    345.1    6.5   39.1    1.066   4.4   6.00e-3 50.0    357.2     2.210    4.224      0.00
      0.0    1.2   38.5     42.0 0.151      21.8 0.87    12.00     0.130    1.644 
Transfer:   3.00
    332.7    6.5   39.1    5.397  19.8  -0.11e-3 28.6    225.8     0.676    1.760      0.00
    569.5    5.4   36.4    189.0 0.148     124.2 5.25    12.00     0.130    1.655 
Critical:   3.61
    328.8    6.5   38.3    5.938  19.8  -0.14e-3 28.5    221.9     0.682    1.760      0.00
    719.6    5.8   35.3    189.0 0.150     123.6 5.38    12.00     0.130    1.626 
0.1L    :  10.63
    292.4    6.5   38.1    9.408  19.8  -0.20e-3 28.3    178.7     0.561    0.827      0.00
   2209.2    9.9   34.3    189.0 0.137     126.4 5.67    12.00     0.130    1.261 
0.2L    :  21.27
    239.4    6.5   37.3   10.850  19.8  -0.12e-3 28.6    131.3     0.426    0.620      0.00
   3922.7   10.7   33.6    189.0 0.113     114.9 5.27    24.00     0.130    1.225 
0.3L    :  31.90
    187.6    6.5   38.7   10.850  19.8  -0.04e-3 28.9     77.1     0.244    0.496      0.00
   5094.3   10.7   34.8    189.0 0.083     111.5 4.93    24.00     0.130    1.381 
0.4L    :  42.53
    137.0    6.5   39.4   10.850   0.0   0.07e-3 29.2     47.2     0.149    0.413      0.00
   5713.4   10.8   35.4    189.0 0.066     105.1 4.56    24.00     0.130    1.549 
0.5L    :  53.17
     87.7    6.5   39.4   10.850   0.0   0.01e-3 29.0      0.0     0.130    0.413      0.00
   5801.7   10.8   35.4    189.0 0.042     110.0 4.78    24.00     0.130    2.484 
0.6L    :  63.80
    137.0    6.5   39.4   10.850   0.0   0.07e-3 29.2     47.2     0.149    0.413      0.00
   5713.4   10.8   35.4    189.0 0.066     105.1 4.56    24.00     0.130    1.549 
0.7L    :  74.43
    187.6    6.5   38.7   10.850  19.8  -0.04e-3 28.9     77.1     0.244    0.496      0.00
   5094.3   10.7   34.8    189.0 0.083     111.5 4.93    24.00     0.130    1.381 
0.8L    :  85.07
    239.4    6.5   37.3   10.850  19.8  -0.12e-3 28.6    131.3     0.426    0.620      0.00
   3922.7   10.7   33.6    189.0 0.113     114.9 5.27    24.00     0.130    1.225 
0.9L    :  95.70
    292.4    6.5   38.1    9.408  19.8  -0.20e-3 28.3    178.7     0.561    0.827      0.00
   2209.2    9.9   34.3    189.0 0.137     126.4 5.67    12.00     0.130    1.261 
Critical: 102.72
    329.2    6.5   38.2    5.913  19.8  -0.14e-3 28.5    222.5     0.683    1.760      0.00
    702.3    5.8   35.4    189.0 0.151     123.5 5.38    12.00     0.130    1.625 
Transfer: 103.33
    332.7    6.5   39.1    5.397  19.8  -0.11e-3 28.6    225.8     0.676    1.760      0.00
    569.5    5.4   36.4    189.0 0.148     124.2 5.25    12.00     0.130    1.655 
Bearing : 105.67
    345.1    6.5   39.1    1.066   4.4   6.00e-3 50.0    357.2     2.210    4.224      0.00
      0.0    1.2   38.5     42.0 0.151      21.8 0.87    12.00     0.130    1.644 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1786.53
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    3.57
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 4
(Beam and Slab effects are INCLUDED in Vu).
Computed Interface width considered to be engaged in shear transfer, bvi = 34.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    345.1      9.95     39.15    1.25       38.52    24.00      0.340      2.468      0.087      4.224 
Transfer:      2.33
    332.7     10.15     39.12    5.38       36.43    24.00      0.340      2.533      0.126      1.760 
Critical:      2.94
    329.5     10.36     38.25    5.82       35.34    24.00      0.340      2.603      0.168      1.760 
0.1L    :      9.97
    292.4      9.80     38.12    9.91       33.16    24.00      0.340      2.416      0.055      0.827 
0.2L    :     20.60
    239.4      8.31     37.31   10.65       31.99    24.00      0.340      1.922      0.000      0.620 
0.3L    :     31.23
    187.6      6.25     38.68   10.72       33.32    24.00      0.340      1.235      0.000      0.496 
0.4L    :     41.87
    137.0      4.48     39.37   10.75       33.99    24.00      0.340      0.643      0.000      0.413 
0.5L    :     52.50
     87.7      2.87     39.37   10.75       33.99    24.00      0.340      0.105      0.000      0.413 
0.6L    :     63.13
    137.0      4.48     39.37   10.75       33.99    24.00      0.340      0.643      0.000      0.413 
0.7L    :     73.77
    187.6      6.25     38.68   10.72       33.32    24.00      0.340      1.235      0.000      0.496 
0.8L    :     84.40
    239.4      8.31     37.31   10.65       31.99    24.00      0.340      1.922      0.000      0.620 
0.9L    :     95.03
    292.4      9.80     38.12    9.91       33.16    24.00      0.340      2.416      0.055      0.827 
Critical:    102.05
    329.5     10.35     38.25    5.78       35.36    24.00      0.340      2.602      0.167      1.760 
Transfer:    102.67
    332.7     10.15     39.12    5.38       36.43    24.00      0.340      2.533      0.126      1.760 
Bearing :    105.00
    345.1      9.95     39.15    1.25       38.52    24.00      0.340      2.468      0.087      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.97 ft
Prestress      :       2.803  1.80      5.045  2.20      6.166
Self Wt.       :      -1.051  1.85     -1.945  2.40     -2.523
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.751            3.100            3.643
 
At 0.2 x L = 20.60 ft
Prestress      :       5.031  1.80      9.056  2.20     11.068
Self Wt.       :      -1.968  1.85     -3.641  2.40     -4.723
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.063            5.415            6.345
 
At 0.3 x L = 31.23 ft
Prestress      :       6.601  1.80     11.882  2.20     14.522
Self Wt.       :      -2.662  1.85     -4.924  2.40     -6.388
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.939            6.958            8.134
 
At 0.4 x L = 41.87 ft
Prestress      :       7.549  1.80     13.587  2.20     16.607
Self Wt.       :      -3.097  1.85     -5.729  2.40     -7.433
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       4.452            7.858            9.174
 
At 0.5 x L = 52.50 ft
Prestress      :       7.889  1.80     14.200  2.20     17.356
Self Wt.       :      -3.252  1.85     -6.016  2.40     -7.805
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       4.637            8.184            9.551
 
At 0.6 x L = 63.13 ft
Prestress      :       7.549  1.80     13.587  2.20     16.607
Self Wt.       :      -3.097  1.85     -5.729  2.40     -7.433
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       4.452            7.858            9.174
 
At 0.7 x L = 73.77 ft
Prestress      :       6.601  1.80     11.882  2.20     14.522
Self Wt.       :      -2.662  1.85     -4.924  2.40     -6.388
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.939            6.958            8.134
 
At 0.8 x L = 84.40 ft
Prestress      :       5.031  1.80      9.056  2.20     11.068
Self Wt.       :      -1.968  1.85     -3.641  2.40     -4.723
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.063            5.415            6.345
 
At 0.9 x L = 95.03 ft
Prestress      :       2.803  1.80      5.045  2.20      6.166
Self Wt.       :      -1.051  1.85     -1.945  2.40     -2.523
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.751            3.100            3.643
 

ULTIMATE - Span : 1, Beam : 4,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.33
   560.2    34.1  6.291  256.0    6.3   5.38   4220.0  0.017T 1.00       -       -     -     -  
H/2     :   1.84
   444.8    34.1  5.264  258.1    5.3   4.54   3600.2  0.021T 1.00       -       -     -     -  
0.1L    :   9.97
  2209.2    35.5 10.479  245.2   11.7   9.91   6667.3  0.008T 1.00       -       -     -     -  
0.2L    :  20.60
  4037.5    37.3 10.850  244.6   12.5  10.65   7247.0  0.007T 1.00   5349.8  5349.8    1.35    -  
0.3L    :  31.23
  5320.0    38.7 10.850  245.4   12.6  10.72   7568.8  0.007T 1.00   5477.4  5477.4    1.38    -  
0.4L    :  41.87
  6087.8    39.4 10.850  245.7   12.7  10.75   7730.0  0.007T 1.00   5518.5  5518.5    1.40    -  
0.5L    :  52.50
  6323.3    39.4 10.850  245.7   12.7  10.75   7730.0  0.007T 1.00   5467.8  5467.8    1.41    -  
0.6L    :  63.13
  6087.8    39.4 10.850  245.7   12.7  10.75   7730.0  0.007T 1.00   5518.5  5518.5    1.40    -  
0.7L    :  73.77
  5320.0    38.7 10.850  245.4   12.6  10.72   7568.8  0.007T 1.00   5477.4  5477.4    1.38    -  
0.8L    :  84.40
  4037.5    37.3 10.850  244.6   12.5  10.65   7247.0  0.007T 1.00   5349.8  5349.8    1.35    -  
0.9L    :  95.03
  2209.2    35.5 10.479  245.2   11.7   9.91   6667.3  0.008T 1.00   5331.2  2938.2    1.25    -  
H/2     : 103.16
   444.8    34.1  5.264  258.1    5.3   4.54   3600.2  0.021T 1.00       -       -     -     -  
Transfer: 102.67
   560.2    34.1  6.291  256.0    6.3   5.38   4220.0  0.017T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 4; Groups 1-25; Units: ksi )
 
Grp Str    Ys,in       3.00ft   6.00ft   9.00ft

  1   2 E   2.00 Ft     0.122    0.340    0.545
        M   2.00 Fb     0.132   -0.058   -0.231
 
  2   2 E  32.00 Ft     0.468    0.662    0.840
        M  12.00 Fb     0.068   -0.100   -0.251
 
  3   2 E  30.00 Ft     0.783    0.951    1.104
        M  10.00 Fb     0.032   -0.113   -0.243
 
  4   2 E  28.00 Ft     1.065    1.207    1.336
        M   8.00 Fb     0.023   -0.099   -0.207
 
  5   2 E  26.00 Ft     1.315    1.432    1.535
        M   6.00 Fb     0.043   -0.058   -0.145
 
  6   2 E  24.00 Ft     1.533    1.625    1.702
        M   4.00 Fb     0.091    0.011   -0.055
 
  7   2 E  22.00 Ft     1.719    1.785    1.838
        M   2.00 Fb     0.167    0.108    0.063
 
  8   2 E   8.00 Ft     1.705    1.772    1.826
        M   8.00 Fb     0.416    0.354    0.305
 
  9   2 E   6.00 Ft     1.659    1.727    1.782
        M   6.00 Fb     0.694    0.628    0.575
 
 10   2 E   6.00 Ft     1.614    1.682    1.739
        M   6.00 Fb     0.971    0.902    0.845
 
 11   2 E   6.00 Ft     1.614    1.637    1.695
        M   6.00 Fb     0.971    1.177    1.116
 
 12   2 E   6.00 Ft     1.568    1.592    1.651
        M   6.00 Fb     1.248    1.451    1.386
 
 13   2 E   6.00 Ft     1.568    1.547    1.607
        M   6.00 Fb     1.248    1.726    1.657
 
 14   2 E   6.00 Ft     1.522    1.502    1.563
        M   6.00 Fb     1.525    1.999    1.927
 
 15   2 E   4.00 Ft     1.443    1.425    1.487
        M   4.00 Fb     1.830    2.301    2.224
 
 16   2 E   4.00 Ft     1.443    1.425    1.411
        M   4.00 Fb     1.830    2.301    2.523
 
 17   2 E   4.00 Ft     1.365    1.348    1.335
        M   4.00 Fb     2.136    2.602    2.820
 
 18   2 E   4.00 Ft     1.365    1.348    1.259
        M   4.00 Fb     2.136    2.602    3.119
 
 19   2 E   4.00 Ft     1.287    1.270    1.184
        M   4.00 Fb     2.441    2.903    3.416
 
 20   2 E   4.00 Ft     1.209    1.193    1.108
        M   4.00 Fb     2.746    3.205    3.713
 
 21   2 E   2.00 Ft     1.099    1.084    1.000
        M   2.00 Fb     3.079    3.534    4.037
 
 22   2 E   2.00 Ft     0.988    0.975    0.892
        M   2.00 Fb     3.412    3.863    4.362
 
 23   2 E   2.00 Ft     0.878    0.865    0.784
        M   2.00 Fb     3.745    4.192    4.686
 
 24   2 E   2.00 Ft     0.768    0.756    0.676
        M   2.00 Fb     4.079    4.521    5.011
 
 25   2 E   2.00 Ft     0.657    0.647    0.568
        M   2.00 Fb     4.412    4.850    5.335
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 106.33            Release Length, ft: 106.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  50
No. of strands, Draped:  12           No. of strands, Straight:  38
Concrete Strength, f'ci:   8.5  ksi        f'c:  10.0 ksi  f'ct   4.0 ksi
Initial losses: 10.56 %               Final losses: 15.72 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.525       5.311     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.596   0.1L/0.9L
      Precast Top w/ reinf. (tension)      -0.700           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7729.95     6323.27     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  45.00 %      33.33 %               OK
      Max. Debond Total                    25.00 %      16.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   1.270     Midspan    1.800   0.286     Midspan
    Pre.Top:   6.000   4.321     Midspan    4.500   3.617     Midspan
    Pre.Bot:   6.000   3.390    Transfer    4.500   3.584    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.600   0.110     Bearing
    Pre.Bot:  -0.600  -0.072     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             4.000   2.255     Midspan
    Pre.Bot:                                                             4.000   1.658    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.889  1.80     14.200  2.20     17.356
Self Wt.       :      -3.252  1.85     -6.016  2.40     -7.805
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       4.637            8.184            9.551
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  36.33 ft
Type      : I-Girder                            Curb-to-curb       =  33.16 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   7.33/  3.50 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  85.974 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  105.00
     DC  Line       0.067      0.00       0.067  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.333 ft
Release length = 106.333 ft
Design  length = 105.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.566   (Calculated)    
Live Moment (1  lane  loaded)  : 0.695   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.830   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.935   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 5
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        631.7 in2           1136.7 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           252828 in4#
Ht. of c.g.           =        17.14 in             27.42 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1369.8 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7391

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     1.84     9.97    20.60    31.23    41.87    52.50
 
Precast: (At Release, using Ec =  5471.1 ksi )
  Area    , in2    640.2    670.1    663.8    677.4    677.4    677.4    677.4    677.4
  Yb      ,  in    17.05    16.74    16.80    16.54    16.45    16.36    16.31    16.31
  MI(Ixx) , in4   100354   101767   101457   103304   104415   105686   106382   106382
Composite: (At Final, using Ec =  5772.5 ksi )
  Area    , in2   1144.7   1172.6   1166.7   1179.4   1179.4   1179.4   1179.4   1179.4
  Yb      ,  in    27.30    26.89    26.97    26.72    26.68    26.63    26.60    26.60
  MI(Ixx) , in4   255102   263246   261514   267865   270099   272487   273739   273739

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.50  ksi   
  Elasticity         =     5471.1 ksi   
  Max comp           =       5.53 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.70 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =      10.00 ksi           4.00 ksi
  Elasticity         =    5772.50 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       6.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.50 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       4.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.60 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  50 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 37.22 ft from member end )
END PATTERN (Ycg = 9.68 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in
     2 @ 22.000 in     2 @ 24.000 in     2 @ 26.000 in     2 @ 28.000 in
     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.88 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in     2 @ 12.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in

SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
11      2     6.00 in  6.00 in   3.00 ft    0.00 ft   9.00 in      73.0  %  42.8 kips
13      2     6.00 in  6.00 in   3.00 ft    0.00 ft   5.00 in      73.0  %  42.8 kips
16      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
18      2     4.00 in  4.00 in   6.00 ft    0.00 ft   7.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.2 ksi
Total Strand Area     =   10.85 in2      Initial Pull          =     2128.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     10.570 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     13.213 ft
Holddown Force        =  22.836 kips     Beam Shrtng (PL/AE)   =      0.748 in
 
 
Span: 1, Beam: 5
 
ESTIMATED QUANTITIES
 
  Prestressing   Strands                Beam    Concrete  Stirrups  Longitudinal Bars 
   (linear ft) (LB/1000ft)   (LB)    Vol(C.Y.)   Wt(LB)     (LB)           (LB)       
--------------------------------------------------------------------------------------
      5317.560         740 3934.994     17.276 69969.680   855.574     673.062        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.50       0.1250      0.3333    Yes
      2      US#6[M19]       60.00        0.88       2.50       0.3333      0.5417     No
      2      US#6[M19]       60.00        0.88       2.50       0.5417      0.7500    Yes
      2      US#6[M19]       60.00        0.88       4.00       0.7500      1.0833     No
      2      US#6[M19]       60.00        0.88       4.00       1.0833      1.4167    Yes
      2      US#6[M19]       60.00        0.88       4.00       1.4167      1.7500     No
      2      US#6[M19]       60.00        0.88       6.00       1.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167     11.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.1667     24.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.1667     36.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      36.6667     69.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      69.6667     82.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      82.1667     95.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      95.1667    101.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00     101.9167    102.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00     102.5833    104.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00     104.5833    104.9167     No
      2      US#6[M19]       60.00        0.88       4.00     104.9167    105.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00     105.2500    105.5833     No
      2      US#6[M19]       60.00        0.88       2.50     105.5833    105.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50     105.7917    106.0000     No
      2      US#6[M19]       60.00        0.88       2.50     106.0000    106.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50     106.2083    106.3333     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 106.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 10.8500 in2       Ycg =  4.88 in
         P_init    =     2128.7 kips  Ecc = 12.26 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5471 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.73 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.979 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.19 ksi    0.00 ksi
    due to Composite Loads                                 -2.39 ksi    0.00 ksi
    due to Live Loads                                      -7.90 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         6.32 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        17.74 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.73 ksi  (10.56 %)             8.97 ksi ( 4.57 %)
Total Prestress Losses                                    29.70 ksi (15.14 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.2 ksi < 0.75 fpu, OK 
     initial fpe = 166.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    78.8    62.6   311.6   572.0   758.0   869.6   906.8
(Max)       V      34.5    33.0    33.3    28.0    21.0    14.0     7.0     0.0
DL-Prec.  : M       0.0    12.3     9.8    48.6    89.2   118.2   135.6   141.4
DC(Max)     V       5.4     5.1     5.2     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    85.3    67.7   337.1   618.8   820.0   940.7   980.9
Haunch (Max)V      37.4    35.7    36.1    30.3    22.7    15.1     7.6     0.0
Diaphragm : M       0.0     0.3     0.2     1.2     2.6     3.9     5.2     6.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.3    22.4   111.8   205.2   271.9   311.9   325.2
DC(Max)     V      12.4    11.8    12.0    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    15.9    12.6    62.8   115.3   152.8   175.3   182.8
DW(Max)     V       7.0     6.7     6.7     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   190.4   151.2   748.8  1361.9  1783.1  2033.7  2101.7
            V     113.0   109.5   110.2    98.0    82.7    67.4    46.1    30.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   113.0   109.5   110.2    98.0    83.8    70.1    57.1    44.6
            M       0.0   196.8   156.6   748.8  1283.1  1628.1  1776.5  1743.3
Total     : M+      0.0   411.2   326.5  1622.0  2964.9  3907.8  4472.0  4645.4
            V     209.7   201.9   203.6   176.5   141.6   106.7    65.8    31.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   209.7   201.9   203.6   176.5   142.6   109.4    76.8    44.8
            M       0.0   417.6   331.9  1622.0  2886.1  3752.8  4214.8  4287.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  103.16  102.67  105.00
Self wt.  : M     869.6   758.0   572.0   311.6    62.6    78.8     0.0
(Max)       V       7.0    14.0    21.0    28.0    33.3    33.0    34.5
DL-Prec.  : M     135.6   118.2    89.2    48.6     9.8    12.3     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.2     5.1     5.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     940.7   820.0   618.8   337.1    67.7    85.3     0.0
Haunch (Max)V       7.6    15.1    22.7    30.3    36.1    35.7    37.4
Diaphragm : M       5.2     3.9     2.6     1.2     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     311.9   271.9   205.2   111.8    22.4    28.3     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    12.0    11.8    12.4
DL-Comp   : M     175.3   152.8   115.3    62.8    12.6    15.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.7     6.7     7.0
LL + I    : M+   2033.7  1783.1  1361.9   748.8   151.2   190.4     0.0
            V      46.1    67.4    82.7    98.0   110.2   109.5   113.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.1    70.1    83.8    98.0   110.2   109.5   113.0
            M    1776.5  1628.1  1283.1   748.8   156.6   196.8    -0.0
Total     : M+   4472.0  3907.8  2964.9  1622.0   326.5   411.2     0.0
            V      65.8   106.7   141.6   176.5   203.6   201.9   209.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    76.8   109.4   142.6   176.5   203.6   201.9   209.7
            M    4214.8  3752.8  2886.1  1622.0   331.9   417.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               34.5             34.5
Deck+Haunch            37.4             37.4
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.4              5.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           61.9             61.9
DL-Comp.(DW)           34.8             34.8
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    78.8    62.6   311.6   572.0   758.0   869.6   906.8
(Max)       V      34.5    33.0    33.3    28.0    21.0    14.0     7.0     0.0
DL-Prec.  : M       0.0    12.3     9.8    48.6    89.2   118.2   135.6   141.4
DC(Max)     V       5.4     5.1     5.2     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    85.3    67.7   337.1   618.8   820.0   940.7   980.9
Haunch (Max)V      37.4    35.7    36.1    30.3    22.7    15.1     7.6     0.0
Diaphragm : M       0.0     0.3     0.2     1.2     2.6     3.9     5.2     6.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.3    22.4   111.8   205.2   271.9   311.9   325.2
DC(Max)     V      12.4    11.8    12.0    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    15.9    12.6    62.8   115.3   152.8   175.3   182.8
DW(Max)     V       7.0     6.7     6.7     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   152.3   121.0   599.1  1089.5  1426.5  1627.0  1681.3
            V      90.4    87.6    88.2    78.4    66.2    53.9    36.9    24.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    90.4    87.6    88.2    78.4    67.0    56.1    45.6    35.7
            M       0.0   157.5   125.3   599.1  1026.5  1302.5  1421.2  1394.7
Total     : M+      0.0   373.1   296.3  1472.2  2692.5  3551.2  4065.3  4225.0
            V     187.1   180.1   181.5   156.9   125.0    93.2    56.6    24.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   187.1   180.1   181.5   156.9   125.9    95.3    65.3    35.8
            M       0.0   378.3   300.6  1472.2  2629.5  3427.2  3859.5  3938.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  103.16  102.67  105.00
Self wt.  : M     869.6   758.0   572.0   311.6    62.6    78.8     0.0
(Max)       V       7.0    14.0    21.0    28.0    33.3    33.0    34.5
DL-Prec.  : M     135.6   118.2    89.2    48.6     9.8    12.3     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.2     5.1     5.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     940.7   820.0   618.8   337.1    67.7    85.3     0.0
Haunch (Max)V       7.6    15.1    22.7    30.3    36.1    35.7    37.4
Diaphragm : M       5.2     3.9     2.6     1.2     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     311.9   271.9   205.2   111.8    22.4    28.3     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    12.0    11.8    12.4
DL-Comp   : M     175.3   152.8   115.3    62.8    12.6    15.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.7     6.7     7.0
LL + I    : M+   1627.0  1426.5  1089.5   599.1   121.0   152.3     0.0
            V      36.9    53.9    66.2    78.4    88.2    87.6    90.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    45.6    56.1    67.0    78.4    88.2    87.6    90.4
            M    1421.2  1302.5  1026.5   599.1   125.3   157.5    -0.0
Total     : M+   4065.3  3551.2  2692.5  1472.2   296.3   373.1     0.0
            V      56.6    93.2   125.0   156.9   181.5   180.1   187.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    65.3    95.3   125.9   156.9   181.5   180.1   187.1
            M    3859.5  3427.2  2629.5  1472.2   300.6   378.3    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    98.5    78.2   389.5   715.0   947.5  1087.0  1133.5
(Max)       V      43.2    41.3    41.7    35.0    26.2    17.5     8.7     0.0
Self wt.  : M       0.0    70.9    56.3   280.5   514.8   682.2   782.7   816.2
(Min)       V      31.1    29.7    30.0    25.2    18.9    12.6     6.3     0.0
DL-Prec.  : M       0.0    15.4    12.2    60.7   111.5   147.7   169.4   176.7
DC(Max)     V       6.7     6.4     6.5     5.5     4.1     2.7     1.4     0.0
DL-Prec.  : M       0.0    11.1     8.8    43.7    80.2   106.3   122.0   127.2
DC(Min)     V       4.8     4.6     4.7     3.9     2.9     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   106.6    84.6   421.4   773.4  1024.9  1175.8  1226.1
Haunch (Max)V      46.7    44.6    45.1    37.8    28.4    18.9     9.5     0.0
Deck +    : M       0.0    76.7    60.9   303.4   556.9   738.0   846.6   882.8
Haunch (Min)V      33.6    32.1    32.5    27.2    20.4    13.6     6.8     0.0
Diaphragm : M       0.0     0.4     0.3     1.6     3.2     4.9     6.5     8.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     1.1     2.3     3.5     4.7     5.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    35.3    28.1   139.7   256.4   339.8   389.9   406.5
DC(Max)     V      15.5    14.8    14.9    12.5     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    25.4    20.2   100.6   184.6   244.7   280.7   292.7
DC(Min)     V      11.2    10.7    10.8     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    23.8    18.9    94.2   173.0   229.2   262.9   274.2
DW(Max)     V      10.4    10.0    10.1     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.3     8.2    40.8    74.9    99.3   113.9   118.8
DW(Min)     V       4.5     4.3     4.4     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   333.2   264.7  1310.5  2383.4  3120.5  3559.1  3677.9
            V     197.7   191.6   192.9   171.6   144.8   118.0    80.8    54.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   197.7   191.6   192.9   171.6   146.6   122.7    99.8    78.1
            M       0.0   344.5   274.1  1310.5  2245.4  2849.1  3108.9  3050.8
Total     : M+      0.0   613.2   486.9  2417.6  4415.9  5814.5  6650.7  6903.2
            V     320.4   308.8   311.3   271.0   219.4   167.8   105.7    54.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   320.4   308.8   311.3   271.0   221.2   172.5   124.8    78.3
            M       0.0   624.4   496.4  2417.6  4278.0  5543.2  6200.6  6276.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  103.16  102.67  105.00
Self wt.  : M    1087.0   947.5   715.0   389.5    78.2    98.5     0.0
(Max)       V       8.7    17.5    26.2    35.0    41.7    41.3    43.2
Self wt.  : M     782.7   682.2   514.8   280.5    56.3    70.9     0.0
(Min)       V       6.3    12.6    18.9    25.2    30.0    29.7    31.1
DL-Prec.  : M     169.4   147.7   111.5    60.7    12.2    15.4     0.0
DC(Max)     V       1.4     2.7     4.1     5.5     6.5     6.4     6.7
DL-Prec.  : M     122.0   106.3    80.2    43.7     8.8    11.1     0.0
DC(Min)     V       1.0     2.0     2.9     3.9     4.7     4.6     4.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1175.8  1024.9   773.4   421.4    84.6   106.6     0.0
Haunch (Max)V       9.5    18.9    28.4    37.8    45.1    44.6    46.7
Deck +    : M     846.6   738.0   556.9   303.4    60.9    76.7     0.0
Haunch (Min)V       6.8    13.6    20.4    27.2    32.5    32.1    33.6
Diaphragm : M       6.5     4.9     3.2     1.6     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.7     3.5     2.3     1.1     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     389.9   339.8   256.4   139.7    28.1    35.3     0.0
DC(Max)     V       3.1     6.3     9.4    12.5    14.9    14.8    15.5
DL-Comp   : M     280.7   244.7   184.6   100.6    20.2    25.4     0.0
DC(Min)     V       2.3     4.5     6.8     9.0    10.8    10.7    11.2
DL-Comp   : M     262.9   229.2   173.0    94.2    18.9    23.8     0.0
DW(Max)     V       2.1     4.2     6.3     8.5    10.1    10.0    10.4
DL-Comp   : M     113.9    99.3    74.9    40.8     8.2    10.3     0.0
DW(Min)     V       0.9     1.8     2.8     3.7     4.4     4.3     4.5
LL + I    : M+   3559.1  3120.5  2383.4  1310.5   264.7   333.2     0.0
            V      80.8   118.0   144.8   171.6   192.9   191.6   197.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    99.8   122.7   146.6   171.6   192.9   191.6   197.7
            M    3108.9  2849.1  2245.4  1310.5   274.1   344.5    -0.0
Total     : M+   6650.7  5814.5  4415.9  2417.6   486.9   613.2     0.0
            V     105.7   167.8   219.4   271.0   311.3   308.8   320.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   124.8   172.5   221.2   271.0   311.3   308.8   320.4
            M    6200.6  5543.2  4278.0  2417.6   496.4   624.4    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.2             43.2
Deck+Haunch            46.7             46.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            6.7              6.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.4             77.4
DL-Comp.(DW)           52.2             52.2
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    78.8    62.6   311.6   572.0   758.0   869.6   906.8
(Max)       V      34.5    33.0    33.3    28.0    21.0    14.0     7.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    12.3     9.8    48.6    89.2   118.2   135.6   141.4
DC(Max)     V       5.4     5.1     5.2     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    85.3    67.7   337.1   618.8   820.0   940.7   980.9
Haunch (Max)V      37.4    35.7    36.1    30.3    22.7    15.1     7.6     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.2     1.2     2.6     3.9     5.2     6.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    28.3    22.4   111.8   205.2   271.9   311.9   325.2
DC(Max)     V      12.4    11.8    12.0    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    15.9    12.6    62.8   115.3   152.8   175.3   182.8
DW(Max)     V       7.0     6.7     6.7     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   187.6   149.1   729.3  1299.9  1695.7  1902.1  1894.3
            V     111.9   108.8   109.4    98.4    84.8    64.6    51.0    37.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   111.9   108.8   109.4    98.4    84.8    71.3    57.8    44.2
            M       0.0   187.6   149.1   729.3  1299.9  1656.3  1798.4  1726.4
Total     : M+      0.0   408.4   324.4  1602.4  2902.9  3820.4  4340.3  4437.9
            V     208.7   201.2   202.8   176.8   143.7   103.8    70.7    37.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   208.7   201.2   202.8   176.8   143.7   110.6    77.5    44.3
            M       0.0   408.4   324.4  1602.4  2902.9  3781.0  4236.7  4270.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  103.16  102.67  105.00
Self wt.  : M     869.6   758.0   572.0   311.6    62.6    78.8     0.0
(Max)       V       7.0    14.0    21.0    28.0    33.3    33.0    34.5
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     135.6   118.2    89.2    48.6     9.8    12.3     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.2     5.1     5.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     940.7   820.0   618.8   337.1    67.7    85.3     0.0
Haunch (Max)V       7.6    15.1    22.7    30.3    36.1    35.7    37.4
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.2     3.9     2.6     1.2     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     311.9   271.9   205.2   111.8    22.4    28.3     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    12.0    11.8    12.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     175.3   152.8   115.3    62.8    12.6    15.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.7     6.7     7.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1902.1  1695.7  1299.9   729.3   149.1   187.6     0.0
            V      51.0    64.6    84.8    98.4   109.4   108.8   111.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.8    71.3    84.8    98.4   109.4   108.8   111.9
            M    1798.4  1656.3  1299.9   729.3   149.1   187.6     0.0
Total     : M+   4340.3  3820.4  2902.9  1602.4   324.4   408.4     0.0
            V      70.7   103.8   143.7   176.8   202.8   201.2   208.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    77.5   110.6   143.7   176.8   202.8   201.2   208.7
            M    4236.7  3781.0  2902.9  1602.4   324.4   408.4     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.232   0.757   1.337   1.742   1.983   2.065   1.882 
Bottom        -0.201  -0.643  -1.125  -1.451  -1.643  -1.711  -1.564 
 
Prestress
Precast-top    0.425  -0.160  -0.650  -1.128  -1.361  -1.361  -1.361 
Bottom         4.613   5.951   6.334   6.699   6.875   6.875   6.875 
 
Total
Precast-top    0.657   0.596   0.687   0.615   0.621   0.704   0.521 
Bottom         4.412   5.308   5.209   5.248   5.232   5.163   5.311 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.48 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top    0.110   0.368   0.329  -0.139  -0.562  -0.976  -1.178  -1.178
Bottom         0.921   3.991   3.366   5.149   5.480   5.796   5.948   5.948
 
Self wt.
Precast-top   -0.000   0.179   0.142   0.704   1.285   1.690   1.931   2.014
Bottom        -0.000  -0.156  -0.124  -0.599  -1.082  -1.408  -1.600  -1.669
 
DL-Prec (DC)
Precast-top   -0.000   0.028   0.022   0.110   0.200   0.263   0.301   0.314
Bottom        -0.000  -0.024  -0.019  -0.093  -0.169  -0.219  -0.249  -0.260
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.003   0.006   0.009   0.012   0.015
Bottom        -0.000  -0.001  -0.000  -0.002  -0.005  -0.007  -0.010  -0.012
 
Deck + Haunch
Precast-top   -0.000   0.194   0.154   0.762   1.390   1.829   2.089   2.178
Bottom        -0.000  -0.168  -0.135  -0.648  -1.170  -1.523  -1.731  -1.805
 
DL-Comp (DC)
Topping-top   -0.000   0.017   0.013   0.065   0.118   0.156   0.178   0.186
Precast-top   -0.000   0.012   0.009   0.046   0.085   0.112   0.129   0.134
Bottom        -0.000  -0.035  -0.028  -0.134  -0.243  -0.319  -0.364  -0.379
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.036   0.067   0.088   0.100   0.105
Precast-top   -0.000   0.007   0.005   0.026   0.048   0.063   0.072   0.075
Bottom        -0.000  -0.019  -0.016  -0.075  -0.137  -0.179  -0.204  -0.213
 
LL+I(+)
Topping-top   -0.000   0.111   0.089   0.435   0.786   1.023   1.163   1.202
Precast-top   -0.000   0.079   0.063   0.311   0.564   0.736   0.838   0.866
Bottom        -0.000  -0.233  -0.187  -0.897  -1.614  -2.091  -2.372  -2.451
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.137   0.109   0.536   0.971   1.266   1.441   1.492 
Precast-top    0.110   0.867   0.725   1.824   3.016   3.727   4.194   4.418 
Bottom         0.921   3.355   2.857   2.701   1.062   0.050  -0.582  -0.841 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.026   0.021   0.101   0.185   0.244   0.279   0.290 
Precast-top    0.110   0.788   0.662   1.512   2.452   2.991   3.356   3.552 
Bottom         0.921   3.589   3.044   3.597   2.676   2.140   1.789   1.610 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.232   0.757   1.337   1.742   1.983   2.065   1.882 
Bottom        -0.201  -0.643  -1.125  -1.451  -1.643  -1.711  -1.564 
 
Prestress
Precast-top    0.425  -0.160  -0.650  -1.128  -1.361  -1.361  -1.361 
Bottom         4.613   5.951   6.334   6.699   6.875   6.875   6.875 
 
Total
Precast-top    0.657   0.596   0.687   0.615   0.621   0.704   0.521 
Bottom         4.412   5.308   5.209   5.248   5.232   5.163   5.311 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.48 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top    0.110   0.368   0.329  -0.139  -0.562  -0.976  -1.178  -1.178
Bottom         0.921   3.991   3.366   5.149   5.480   5.796   5.948   5.948
 
Self wt.
Precast-top   -0.000   0.179   0.142   0.704   1.285   1.690   1.931   2.014
Bottom        -0.000  -0.156  -0.124  -0.599  -1.082  -1.408  -1.600  -1.669
 
DL-Prec (DC)
Precast-top   -0.000   0.028   0.022   0.110   0.200   0.263   0.301   0.314
Bottom        -0.000  -0.024  -0.019  -0.093  -0.169  -0.219  -0.249  -0.260
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.003   0.006   0.009   0.012   0.015
Bottom        -0.000  -0.001  -0.000  -0.002  -0.005  -0.007  -0.010  -0.012
 
Deck + Haunch
Precast-top   -0.000   0.194   0.154   0.762   1.390   1.829   2.089   2.178
Bottom        -0.000  -0.168  -0.135  -0.648  -1.170  -1.523  -1.731  -1.805
 
DL-Comp (DC)
Topping-top   -0.000   0.017   0.013   0.065   0.118   0.156   0.178   0.186
Precast-top   -0.000   0.012   0.009   0.046   0.085   0.112   0.129   0.134
Bottom        -0.000  -0.035  -0.028  -0.134  -0.243  -0.319  -0.364  -0.379
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.036   0.067   0.088   0.100   0.105
Precast-top   -0.000   0.007   0.005   0.026   0.048   0.063   0.072   0.075
Bottom        -0.000  -0.019  -0.016  -0.075  -0.137  -0.179  -0.204  -0.213
 
LL+I(+)
Topping-top   -0.000   0.089   0.071   0.348   0.629   0.818   0.930   0.961
Precast-top   -0.000   0.063   0.050   0.249   0.451   0.589   0.670   0.693
Bottom        -0.000  -0.187  -0.150  -0.717  -1.291  -1.673  -1.897  -1.961
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.115   0.091   0.449   0.814   1.062   1.209   1.252 
Precast-top    0.110   0.851   0.712   1.761   2.903   3.580   4.026   4.245 
Bottom         0.921   3.402   2.894   2.880   1.384   0.468  -0.108  -0.351 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    9.97   20.60   31.23   41.87   52.50
F_LL+I(+)
Topping-top   -0.000   0.110   0.087   0.423   0.750   0.973   1.088   1.083
Precast-top   -0.000   0.078   0.062   0.303   0.539   0.700   0.784   0.781
Bottom        -0.000  -0.230  -0.185  -0.873  -1.541  -1.988  -2.218  -2.209
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.123   0.098   0.474   0.843   1.094   1.227   1.228 
Precast-top    0.055   0.472   0.393   1.059   1.764   2.196   2.462   2.557 
Bottom         0.460   1.564   1.337   0.926  -0.203  -0.918  -1.323  -1.404 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 5,  STRENGTH I
Using General Beta Theta Equation procedure - Art.5.7.3.4
Location (ft)
     Vu      bv    de     Aps      Vp    eps_x  Theta  Vs-reqd    Av/s    Av-prvd   Al_reqd
   (kips)   (in)  (in)   (in2)   (kips)                 (kips)  (in2/ft)  (in2/ft)   (in2)

    Mcor     a     dv      fpo   vu/fc   Vc-com  Beta  Max.spc.  min.Av/s  pVn/Vu       
    (kft)   (in)  (in)    (ksi)          (kips)          (in)    (in2/ft)             
*******************************************************************************************
Bearing :   0.67
    320.4    6.5   39.1    1.070   4.4   6.00e-3 50.0    329.8     2.041    4.224      0.00
      0.0    1.3   38.5     42.0 0.140      21.8 0.87    12.00     0.130    1.770 
Transfer:   3.00
    308.8    6.5   39.1    5.416  19.8  -0.13e-3 28.5    197.8     0.592    1.760      0.00
    624.4    5.5   36.4    189.0 0.137     125.6 5.32    12.00     0.130    1.779 
Critical:   3.60
    305.2    6.5   38.3    5.957  19.8  -0.16e-3 28.4    194.3     0.597    1.760      0.00
    787.2    6.0   35.3    189.0 0.139     125.0 5.46    12.00     0.130    1.748 
0.1L    :  10.63
    271.0    6.5   38.1    9.414  19.8  -0.19e-3 28.3    156.4     0.491    0.827      0.00
   2417.6   10.3   34.3    189.0 0.126     125.0 5.61    12.00     0.130    1.354 
0.2L    :  21.27
    221.2    6.5   37.3   10.850  19.8  -0.09e-3 28.7    113.8     0.371    0.620      0.00
   4278.0   11.0   33.6    189.0 0.104     112.2 5.14    24.00     0.130    1.311 
0.3L    :  31.90
    172.5    6.5   38.7   10.850  19.8   0.04e-3 29.1     66.5     0.213    0.496      0.00
   5543.2   11.1   34.8    189.0 0.076     105.4 4.66    24.00     0.130    1.461 
0.4L    :  42.53
    124.8    6.5   39.4   10.850   0.0   0.56e-3 31.0     61.0     0.207    0.413      0.00
   6200.6   11.1   35.4    189.0 0.060      77.7 3.37    24.00     0.130    1.440 
0.5L    :  53.17
     78.3    6.5   39.4   10.850   0.0   0.50e-3 30.7      6.4     0.130    0.413      0.00
   6276.1   11.1   35.4    189.0 0.038      80.6 3.50    24.00     0.130    2.342 
0.6L    :  63.80
    124.8    6.5   39.4   10.850   0.0   0.56e-3 31.0     61.0     0.207    0.413      0.00
   6200.6   11.1   35.4    189.0 0.060      77.7 3.37    24.00     0.130    1.440 
0.7L    :  74.43
    172.5    6.5   38.7   10.850  19.8   0.04e-3 29.1     66.5     0.213    0.496      0.00
   5543.2   11.1   34.8    189.0 0.076     105.4 4.66    24.00     0.130    1.461 
0.8L    :  85.07
    221.2    6.5   37.3   10.850  19.8  -0.09e-3 28.7    113.8     0.371    0.620      0.00
   4278.0   11.0   33.6    189.0 0.104     112.2 5.14    24.00     0.130    1.311 
0.9L    :  95.70
    271.0    6.5   38.1    9.414  19.8  -0.19e-3 28.3    156.4     0.491    0.827      0.00
   2417.6   10.3   34.3    189.0 0.126     125.0 5.61    12.00     0.130    1.354 
Critical: 102.73
    305.6    6.5   38.2    5.931  19.8  -0.16e-3 28.4    194.8     0.598    1.760      0.00
    768.3    5.9   35.3    189.0 0.139     124.9 5.45    12.00     0.130    1.747 
Transfer: 103.33
    308.8    6.5   39.1    5.416  19.8  -0.13e-3 28.5    197.8     0.592    1.760      0.00
    624.4    5.5   36.4    189.0 0.137     125.6 5.32    12.00     0.130    1.779 
Bearing : 105.67
    320.4    6.5   39.1    1.070   4.4   6.00e-3 50.0    329.8     2.041    4.224      0.00
      0.0    1.3   38.5     42.0 0.140      21.8 0.87    12.00     0.130    1.770 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1786.53
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    3.57
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 5
(Beam and Slab effects are INCLUDED in Vu).
Computed Interface width considered to be engaged in shear transfer, bvi = 34.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    320.4      9.24     39.15    1.28       38.51    24.00      0.340      2.232      0.000      4.224 
Transfer:      2.33
    308.8      9.44     39.12    5.52       36.36    24.00      0.340      2.296      0.000      1.760 
Critical:      2.94
    305.8      9.64     38.25    5.98       35.26    24.00      0.340      2.363      0.024      1.760 
0.1L    :      9.97
    271.0      9.13     38.12   10.30       32.97    24.00      0.340      2.195      0.000      0.827 
0.2L    :     20.60
    221.2      7.73     37.31   11.03       31.80    24.00      0.340      1.726      0.000      0.620 
0.3L    :     31.23
    172.5      5.78     38.68   11.10       33.13    24.00      0.340      1.078      0.000      0.496 
0.4L    :     41.87
    124.8      4.10     39.37   11.13       33.80    24.00      0.340      0.518      0.000      0.413 
0.5L    :     52.50
     78.3      2.57     39.37   11.13       33.80    24.00      0.340      0.008      0.000      0.413 
0.6L    :     63.13
    124.8      4.10     39.37   11.13       33.80    24.00      0.340      0.518      0.000      0.413 
0.7L    :     73.77
    172.5      5.78     38.68   11.10       33.13    24.00      0.340      1.078      0.000      0.496 
0.8L    :     84.40
    221.2      7.73     37.31   11.03       31.80    24.00      0.340      1.726      0.000      0.620 
0.9L    :     95.03
    271.0      9.13     38.12   10.30       32.97    24.00      0.340      2.195      0.000      0.827 
Critical:    102.06
    305.8      9.63     38.25    5.93       35.28    24.00      0.340      2.361      0.022      1.760 
Transfer:    102.67
    308.8      9.44     39.12    5.52       36.36    24.00      0.340      2.296      0.000      1.760 
Bearing :    105.00
    320.4      9.24     39.15    1.28       38.51    24.00      0.340      2.232      0.000      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.97 ft
Prestress      :       2.803  1.80      5.045  2.20      6.166
Self Wt.       :      -1.051  1.85     -1.945  2.40     -2.523
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.751            3.100            3.643
 
At 0.2 x L = 20.60 ft
Prestress      :       5.031  1.80      9.056  2.20     11.068
Self Wt.       :      -1.968  1.85     -3.641  2.40     -4.723
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.063            5.415            6.345
 
At 0.3 x L = 31.23 ft
Prestress      :       6.601  1.80     11.882  2.20     14.522
Self Wt.       :      -2.662  1.85     -4.924  2.40     -6.388
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.939            6.958            8.134
 
At 0.4 x L = 41.87 ft
Prestress      :       7.549  1.80     13.587  2.20     16.607
Self Wt.       :      -3.097  1.85     -5.729  2.40     -7.433
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       4.452            7.858            9.174
 
At 0.5 x L = 52.50 ft
Prestress      :       7.889  1.80     14.200  2.20     17.356
Self Wt.       :      -3.252  1.85     -6.016  2.40     -7.805
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       4.637            8.184            9.551
 
At 0.6 x L = 63.13 ft
Prestress      :       7.549  1.80     13.587  2.20     16.607
Self Wt.       :      -3.097  1.85     -5.729  2.40     -7.433
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       4.452            7.858            9.174
 
At 0.7 x L = 73.77 ft
Prestress      :       6.601  1.80     11.882  2.20     14.522
Self Wt.       :      -2.662  1.85     -4.924  2.40     -6.388
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.939            6.958            8.134
 
At 0.8 x L = 84.40 ft
Prestress      :       5.031  1.80      9.056  2.20     11.068
Self Wt.       :      -1.968  1.85     -3.641  2.40     -4.723
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.063            5.415            6.345
 
At 0.9 x L = 95.03 ft
Prestress      :       2.803  1.80      5.045  2.20      6.166
Self Wt.       :      -1.051  1.85     -1.945  2.40     -2.523
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.751            3.100            3.643
 

ULTIMATE - Span : 1, Beam : 5,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.33
   613.2    34.1  6.313  255.6    6.5   5.52   4219.6  0.017T 1.00       -       -     -     -  
H/2     :   1.84
   486.9    34.1  5.283  257.8    5.5   4.66   3601.9  0.020T 1.00       -       -     -     -  
0.1L    :   9.97
  2417.6    35.5 10.485  244.2   12.1  10.30   6621.6  0.007T 1.00       -       -     -     -  
0.2L    :  20.60
  4415.9    37.3 10.850  243.7   13.0  11.03   7194.6  0.007T 1.00   5347.8  5347.8    1.35    -  
0.3L    :  31.23
  5814.5    38.7 10.850  244.5   13.1  11.10   7515.7  0.007T 1.00   5480.0  5480.0    1.37    -  
0.4L    :  41.87
  6650.7    39.4 10.850  244.8   13.1  11.13   7676.5  0.007T 1.00   5524.2  5524.2    1.39    -  
0.5L    :  52.50
  6903.2    39.4 10.850  244.8   13.1  11.13   7676.5  0.007T 1.00   5475.3  5475.3    1.40    -  
0.6L    :  63.13
  6650.7    39.4 10.850  244.8   13.1  11.13   7676.5  0.007T 1.00   5524.2  5524.2    1.39    -  
0.7L    :  73.77
  5814.5    38.7 10.850  244.5   13.1  11.10   7515.7  0.007T 1.00   5480.0  5480.0    1.37    -  
0.8L    :  84.40
  4415.9    37.3 10.850  243.7   13.0  11.03   7194.6  0.007T 1.00   5347.8  5347.8    1.35    -  
0.9L    :  95.03
  2417.6    35.5 10.485  244.2   12.1  10.30   6621.6  0.007T 1.00   5322.3  3215.4    1.24    -  
H/2     : 103.16
   486.9    34.1  5.283  257.8    5.5   4.66   3601.9  0.020T 1.00       -       -     -     -  
Transfer: 102.67
   613.2    34.1  6.313  255.6    6.5   5.52   4219.6  0.017T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 5; Groups 1-25; Units: ksi )
 
Grp Str    Ys,in       3.00ft   6.00ft   9.00ft

  1   2 E   2.00 Ft     0.122    0.340    0.545
        M   2.00 Fb     0.132   -0.058   -0.231
 
  2   2 E  32.00 Ft     0.468    0.662    0.840
        M  12.00 Fb     0.068   -0.100   -0.251
 
  3   2 E  30.00 Ft     0.783    0.951    1.104
        M  10.00 Fb     0.032   -0.113   -0.243
 
  4   2 E  28.00 Ft     1.065    1.207    1.336
        M   8.00 Fb     0.023   -0.099   -0.207
 
  5   2 E  26.00 Ft     1.315    1.432    1.535
        M   6.00 Fb     0.043   -0.058   -0.145
 
  6   2 E  24.00 Ft     1.533    1.625    1.702
        M   4.00 Fb     0.091    0.011   -0.055
 
  7   2 E  22.00 Ft     1.719    1.785    1.838
        M   2.00 Fb     0.167    0.108    0.063
 
  8   2 E   8.00 Ft     1.705    1.772    1.826
        M   8.00 Fb     0.416    0.354    0.305
 
  9   2 E   6.00 Ft     1.659    1.727    1.782
        M   6.00 Fb     0.694    0.628    0.575
 
 10   2 E   6.00 Ft     1.614    1.682    1.739
        M   6.00 Fb     0.971    0.902    0.845
 
 11   2 E   6.00 Ft     1.614    1.637    1.695
        M   6.00 Fb     0.971    1.177    1.116
 
 12   2 E   6.00 Ft     1.568    1.592    1.651
        M   6.00 Fb     1.248    1.451    1.386
 
 13   2 E   6.00 Ft     1.568    1.547    1.607
        M   6.00 Fb     1.248    1.726    1.657
 
 14   2 E   6.00 Ft     1.522    1.502    1.563
        M   6.00 Fb     1.525    1.999    1.927
 
 15   2 E   4.00 Ft     1.443    1.425    1.487
        M   4.00 Fb     1.830    2.301    2.224
 
 16   2 E   4.00 Ft     1.443    1.425    1.411
        M   4.00 Fb     1.830    2.301    2.523
 
 17   2 E   4.00 Ft     1.365    1.348    1.335
        M   4.00 Fb     2.136    2.602    2.820
 
 18   2 E   4.00 Ft     1.365    1.348    1.259
        M   4.00 Fb     2.136    2.602    3.119
 
 19   2 E   4.00 Ft     1.287    1.270    1.184
        M   4.00 Fb     2.441    2.903    3.416
 
 20   2 E   4.00 Ft     1.209    1.193    1.108
        M   4.00 Fb     2.746    3.205    3.713
 
 21   2 E   2.00 Ft     1.099    1.084    1.000
        M   2.00 Fb     3.079    3.534    4.037
 
 22   2 E   2.00 Ft     0.988    0.975    0.892
        M   2.00 Fb     3.412    3.863    4.362
 
 23   2 E   2.00 Ft     0.878    0.865    0.784
        M   2.00 Fb     3.745    4.192    4.686
 
 24   2 E   2.00 Ft     0.768    0.756    0.676
        M   2.00 Fb     4.079    4.521    5.011
 
 25   2 E   2.00 Ft     0.657    0.647    0.568
        M   2.00 Fb     4.412    4.850    5.335
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 106.33            Release Length, ft: 106.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  50
No. of strands, Draped:  12           No. of strands, Straight:  38
Concrete Strength, f'ci:   8.5  ksi        f'c:  10.0 ksi  f'ct   4.0 ksi
Initial losses: 10.56 %               Final losses: 15.14 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.525       5.311     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.596   0.1L/0.9L
      Precast Top w/ reinf. (tension)      -0.700           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7676.49     6903.24     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  45.00 %      33.33 %               OK
      Max. Debond Total                    25.00 %      16.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   1.492     Midspan    1.800   0.290     Midspan
    Pre.Top:   6.000   4.418     Midspan    4.500   3.552     Midspan
    Pre.Bot:   6.000   3.355    Transfer    4.500   3.597   0.1L/0.9L
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.600   0.110     Bearing
    Pre.Bot:  -0.600  -0.351     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             4.000   2.557     Midspan
    Pre.Bot:                                                             4.000   1.564    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.889  1.80     14.200  2.20     17.356
Self Wt.       :      -3.252  1.85     -6.016  2.40     -7.805
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       4.637            8.184            9.551
 
Positive values indicate upward deflection.

LIVE LOADS USED: 

1   ID         : Design Lane
    Description: Design Lane as in AASHTO-LRFD

2   ID         : Design Tandem
    Description: Design Tandem as in AASHTO-LRFD
    First Axle Magnitude = 25.00  k, Wheel Spacing = 6.00 ft, Truck Width = 10.00 ft
    #    Magnitude, k  Max Spacing,ft  Min Spacing,ft    Increment,ft
     1      25.00            4.00            4.00            0.00

3   ID         : Design Truck
    Description: Design Truck as in AASHTO-LRFD
    First Axle Magnitude = 8.00  k, Wheel Spacing = 6.00 ft, Truck Width = 10.00 ft
    #    Magnitude, k  Max Spacing,ft  Min Spacing,ft    Increment,ft
     1      32.00           14.00           14.00            0.00
     2      32.00           30.00           14.00            2.00

 
RATING LOADS - NONE

