 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTB100 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 100  feet, girder spacing is 8.5 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) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. 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 0.40*(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 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_2730.tmp\BTB100-0_40\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       39.120
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       35.954
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 =   1301870.50
 
SPAN DATA
---------
Precast length    , ft =    101.333
Bearing-to-bearing, ft =    100.000
Release span      , ft =    101.333
 
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   7.515
 2               IA-BTB    8.030    631.7    99980.0  36.00  17.14  34.00   8.030
 3               IA-BTB    8.030    631.7    99980.0  36.00  17.14  34.00   8.030
 4               IA-BTB    8.030    631.7    99980.0  36.00  17.14  34.00   8.030
 5               IA-BTB    8.030    631.7    99980.0  36.00  17.14  34.00   7.515
 
 
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      =      8.000 
Eci ,ksi      =   5362.700
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 0.40L
     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  100.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052  100.00   Addtional Overhang Load
   1    1    DC Line        0.070    0.00       0.070  100.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  100.00   Additional Haunch Load
   1    2    DC Line        0.075    0.00       0.075  100.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  100.00   Additional Haunch Load
   1    3    DC Line        0.075    0.00       0.075  100.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  100.00   Additional Haunch Load
   1    4    DC Line        0.075    0.00       0.075  100.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  100.00   Additional Haunch Load
   1    5    DC Line        0.070    0.00       0.070  100.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   50.000
   1    2        0.500   50.000
   1    3        0.500   50.000
   1    4        0.500   50.000
   1    5        0.250   50.000
 
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        0.740    0.00       0.740  100.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  100.00   Right Barrier Weight
   1    DW Area        0.020   35.95          -       -    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   0.036*     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              8.00 ksi 
  Elasticity          5362.7 ksi 
  Max comp              5.20 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.68 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    8.00       10.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    8.00       10.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    8.00       10.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    8.00       10.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    8.00       10.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 46 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 40.53 ft from member end )
 
END PATTERN (Ycg = 8.52 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
  2 @ 26.000 in  2 @ 28.000 in  2 @ 30.000 in  2 @ 32.000 in 
 
MID PATTERN (Ycg = 4.35 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 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   2.2500 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.2500   3.7500 Yes       
       2 US#5[M16]  60.0  0.62    8.00   3.7500   4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.4167  14.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.9167  28.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  28.9167  40.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  40.1667  61.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  61.1667  72.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  72.4167  86.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  86.4167  96.9167 Yes       
       2 US#5[M16]  60.0  0.62    8.00  96.9167  97.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00  97.5833  99.0833 Yes       
       2 US#6[M19]  60.0  0.88    6.00  99.0833  99.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00  99.5833  99.9167 No        
       2 US#6[M19]  60.0  0.88    4.00  99.9167 100.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 100.2500 100.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 100.5833 100.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 100.7917 101.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 101.0000 101.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 101.2083 101.3333 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 101.3300       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:
 46 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 40.53 ft from member end )
 
END PATTERN (Ycg = 8.52 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
  2 @ 26.000 in  2 @ 28.000 in  2 @ 30.000 in  2 @ 32.000 in 
 
MID PATTERN (Ycg = 4.35 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 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   2.2500 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.2500   3.7500 Yes       
       2 US#5[M16]  60.0  0.62    8.00   3.7500   4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.4167  14.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.9167  28.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  28.9167  40.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  40.1667  61.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  61.1667  72.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  72.4167  86.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  86.4167  96.9167 Yes       
       2 US#5[M16]  60.0  0.62    8.00  96.9167  97.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00  97.5833  99.0833 Yes       
       2 US#6[M19]  60.0  0.88    6.00  99.0833  99.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00  99.5833  99.9167 No        
       2 US#6[M19]  60.0  0.88    4.00  99.9167 100.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 100.2500 100.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 100.5833 100.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 100.7917 101.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 101.0000 101.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 101.2083 101.3333 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 101.3300       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:
 46 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 40.53 ft from member end )
 
END PATTERN (Ycg = 8.52 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
  2 @ 26.000 in  2 @ 28.000 in  2 @ 30.000 in  2 @ 32.000 in 
 
MID PATTERN (Ycg = 4.35 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 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   2.2500 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.2500   3.7500 Yes       
       2 US#5[M16]  60.0  0.62    8.00   3.7500   4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.4167  14.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.9167  28.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  28.9167  40.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  40.1667  61.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  61.1667  72.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  72.4167  86.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  86.4167  96.9167 Yes       
       2 US#5[M16]  60.0  0.62    8.00  96.9167  97.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00  97.5833  99.0833 Yes       
       2 US#6[M19]  60.0  0.88    6.00  99.0833  99.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00  99.5833  99.9167 No        
       2 US#6[M19]  60.0  0.88    4.00  99.9167 100.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 100.2500 100.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 100.5833 100.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 100.7917 101.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 101.0000 101.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 101.2083 101.3333 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 101.3300       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:
 46 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 40.53 ft from member end )
 
END PATTERN (Ycg = 8.52 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
  2 @ 26.000 in  2 @ 28.000 in  2 @ 30.000 in  2 @ 32.000 in 
 
MID PATTERN (Ycg = 4.35 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 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   2.2500 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.2500   3.7500 Yes       
       2 US#5[M16]  60.0  0.62    8.00   3.7500   4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.4167  14.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.9167  28.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  28.9167  40.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  40.1667  61.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  61.1667  72.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  72.4167  86.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  86.4167  96.9167 Yes       
       2 US#5[M16]  60.0  0.62    8.00  96.9167  97.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00  97.5833  99.0833 Yes       
       2 US#6[M19]  60.0  0.88    6.00  99.0833  99.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00  99.5833  99.9167 No        
       2 US#6[M19]  60.0  0.88    4.00  99.9167 100.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 100.2500 100.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 100.5833 100.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 100.7917 101.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 101.0000 101.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 101.2083 101.3333 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 101.3300       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:
 46 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 40.53 ft from member end )
 
END PATTERN (Ycg = 8.52 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @  8.000 in 
  2 @ 26.000 in  2 @ 28.000 in  2 @ 30.000 in  2 @ 32.000 in 
 
MID PATTERN (Ycg = 4.35 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 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   2.2500 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.2500   3.7500 Yes       
       2 US#5[M16]  60.0  0.62    8.00   3.7500   4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.4167  14.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.9167  28.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  28.9167  40.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  40.1667  61.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  61.1667  72.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  72.4167  86.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  86.4167  96.9167 Yes       
       2 US#5[M16]  60.0  0.62    8.00  96.9167  97.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00  97.5833  99.0833 Yes       
       2 US#6[M19]  60.0  0.88    6.00  99.0833  99.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00  99.5833  99.9167 No        
       2 US#6[M19]  60.0  0.88    4.00  99.9167 100.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 100.2500 100.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 100.5833 100.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 100.7917 101.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 101.0000 101.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 101.2083 101.3333 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 101.3300       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       =  39.12 ft
Type      : I-Girder                            Curb-to-curb       =  35.95 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  8.03 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  =  90.180 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  100.00
     DC  Line       0.052      0.00       0.052  100.00
     DC  Line       0.070      0.00       0.070  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    50.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.333 ft
Release length = 101.333 ft
Design  length = 100.000 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)  : 0.611   (Calculated)    
Live Moment (1  lane  loaded)  : 0.739   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.881   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.990   (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           1160.8 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           256910 in4#
Ht. of c.g.           =        17.14 in             27.69 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1403.7 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     9.47    19.60    29.73    39.87    50.00
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    640.4    671.0    664.6    674.8    674.8    674.8    674.8    674.8
  Yb      ,  in    17.03    16.64    16.72    16.52    16.46    16.39    16.32    16.32
  MI(Ixx) , in4   100568   102671   102224   103745   104602   105546   106578   106578
Composite: (At Final, using Ec =  5772.5 ksi )
  Area    , in2   1168.8   1196.7   1190.8   1200.1   1200.1   1200.1   1200.1   1200.1
  Yb      ,  in    27.56    27.11    27.21    27.02    26.99    26.96    26.92    26.92
  MI(Ixx) , in4   259711   269570   267495   272435   274079   275806   277615   277615

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.00  ksi   
  Elasticity         =     5362.7 ksi   
  Max comp           =       5.20 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.68 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:  46 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 40.53 ft from member end )
END PATTERN (Ycg = 8.52 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in
     2 @ 26.000 in     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.35 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 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
14      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
16      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 =   196.1 ksi
Total Strand Area     =    9.98 in2      Initial Pull          =     1957.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     10.994 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     13.743 ft
Holddown Force        =  16.770 kips     Beam Shrtng (PL/AE)   =      0.668 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)       
--------------------------------------------------------------------------------------
      4662.120         740 3449.969     16.464 66679.563   863.945     641.412        
 
 
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      2.2500    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.2500      3.7500    Yes
      2      US#5[M16]       60.00        0.62       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167     14.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.9167     28.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      28.9167     40.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      40.1667     61.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      61.1667     72.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      72.4167     86.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00      86.4167     96.9167    Yes
      2      US#5[M16]       60.00        0.62       8.00      96.9167     97.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      97.5833     99.0833    Yes
      2      US#6[M19]       60.00        0.88       6.00      99.0833     99.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      99.5833     99.9167     No
      2      US#6[M19]       60.00        0.88       4.00      99.9167    100.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00     100.2500    100.5833     No
      2      US#6[M19]       60.00        0.88       2.50     100.5833    100.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50     100.7917    101.0000     No
      2      US#6[M19]       60.00        0.88       2.50     101.0000    101.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50     101.2083    101.3333     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 101.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.9820 in2       Ycg =  4.35 in
         P_init    =     1957.6 kips  Ecc = 12.79 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.45 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.848 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.56 ksi    0.00 ksi
    due to Composite Loads                                 -2.65 ksi    0.00 ksi
    due to Live Loads                                      -8.04 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                         6.67 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        17.22 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.45 ksi  (10.43 %)             8.03 ksi ( 4.10 %)
Total Prestress Losses                                    28.48 ksi (14.52 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 167.6 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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    75.0    59.5   282.0   518.5   687.4   788.7   822.5
(Max)       V      32.9    31.4    31.7    26.7    20.0    13.3     6.7     0.0
DL-Prec.  : M       0.0    18.0    14.3    67.6   124.4   164.9   189.2   197.3
DC(Max)     V       7.9     7.5     7.6     6.4     4.8     3.2     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    85.0    67.5   319.6   587.6   779.0   893.9   932.2
Haunch (Max)V      37.3    35.5    35.9    30.2    22.7    15.1     7.6     0.0
Diaphragm : M       0.0     0.3     0.2     1.2     2.5     3.7     5.0     6.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.7    26.8   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.3    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    16.4    13.0    61.6   113.3   150.2   172.4   179.8
DW(Max)     V       7.2     6.9     6.9     5.8     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   198.8   157.9   743.4  1353.3  1771.2  2019.7  2085.9
            V     117.7   113.9   114.7   102.2    86.3    70.4    48.4    32.5
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   117.7   113.9   114.7   102.2    87.3    73.1    59.5    46.5
            M       0.0   205.2   163.3   743.4  1277.3  1621.6  1769.5  1735.2
Total     : M+      0.0   427.1   339.3  1602.2  2932.7  3865.7  4423.7  4593.9
            V     217.9   209.4   211.2   183.4   147.3   111.1    68.8    32.6
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   217.9   209.4   211.2   183.4   148.3   113.7    79.9    46.6
            M       0.0   433.5   344.6  1602.2  2856.7  3716.1  4173.5  4243.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   98.16   97.67  100.00
Self wt.  : M     788.7   687.4   518.5   282.0    59.5    75.0     0.0
(Max)       V       6.7    13.3    20.0    26.7    31.7    31.4    32.9
DL-Prec.  : M     189.2   164.9   124.4    67.6    14.3    18.0     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.6     7.5     7.9
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
Deck +    : M     893.9   779.0   587.6   319.6    67.5    85.0     0.0
Haunch (Max)V       7.6    15.1    22.7    30.2    35.9    35.5    37.3
Diaphragm : M       5.0     3.7     2.5     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     354.8   309.2   233.2   126.8    26.8    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.3    14.1    14.8
DL-Comp   : M     172.4   150.2   113.3    61.6    13.0    16.4     0.0
DW(Max)     V       1.5     2.9     4.4     5.8     6.9     6.9     7.2
LL + I    : M+   2019.7  1771.2  1353.3   743.4   157.9   198.8     0.0
            V      48.4    70.4    86.3   102.2   114.7   113.9   117.7
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    59.5    73.1    87.3   102.2   114.7   113.9   117.7
            M    1769.5  1621.6  1277.3   743.4   163.3   205.2     0.0
Total     : M+   4423.7  3865.7  2932.7  1602.2   339.3   427.1     0.0
            V      68.8   111.1   147.3   183.4   211.2   209.4   217.9
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    79.9   113.7   148.3   183.4   211.2   209.4   217.9
            M    4173.5  3716.1  2856.7  1602.2   344.6   433.5     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               32.9             32.9
Deck+Haunch            37.3             37.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            7.9              7.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           36.0             36.0
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    75.0    59.5   282.0   518.5   687.4   788.7   822.5
(Max)       V      32.9    31.4    31.7    26.7    20.0    13.3     6.7     0.0
DL-Prec.  : M       0.0    18.0    14.3    67.6   124.4   164.9   189.2   197.3
DC(Max)     V       7.9     7.5     7.6     6.4     4.8     3.2     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    85.0    67.5   319.6   587.6   779.0   893.9   932.2
Haunch (Max)V      37.3    35.5    35.9    30.2    22.7    15.1     7.6     0.0
Diaphragm : M       0.0     0.3     0.2     1.2     2.5     3.7     5.0     6.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.7    26.8   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.3    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    16.4    13.0    61.6   113.3   150.2   172.4   179.8
DW(Max)     V       7.2     6.9     6.9     5.8     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   159.0   126.3   594.7  1082.7  1417.0  1615.8  1668.8
            V      94.1    91.1    91.7    81.8    69.0    56.3    38.7    26.0
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    94.1    91.1    91.7    81.8    69.8    58.4    47.6    37.2
            M       0.0   164.1   130.6   594.7  1021.8  1297.3  1415.6  1388.1
Total     : M+      0.0   387.4   307.7  1453.5  2662.1  3511.4  4019.8  4176.8
            V     194.3   186.6   188.2   163.0   130.0    97.0    59.1    26.1
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   194.3   186.6   188.2   163.0   130.8    99.1    68.0    37.3
            M       0.0   392.5   312.0  1453.5  2601.2  3391.8  3819.6  3896.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   98.16   97.67  100.00
Self wt.  : M     788.7   687.4   518.5   282.0    59.5    75.0     0.0
(Max)       V       6.7    13.3    20.0    26.7    31.7    31.4    32.9
DL-Prec.  : M     189.2   164.9   124.4    67.6    14.3    18.0     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.6     7.5     7.9
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
Deck +    : M     893.9   779.0   587.6   319.6    67.5    85.0     0.0
Haunch (Max)V       7.6    15.1    22.7    30.2    35.9    35.5    37.3
Diaphragm : M       5.0     3.7     2.5     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     354.8   309.2   233.2   126.8    26.8    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.3    14.1    14.8
DL-Comp   : M     172.4   150.2   113.3    61.6    13.0    16.4     0.0
DW(Max)     V       1.5     2.9     4.4     5.8     6.9     6.9     7.2
LL + I    : M+   1615.8  1417.0  1082.7   594.7   126.3   159.0     0.0
            V      38.7    56.3    69.0    81.8    91.7    91.1    94.1
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    47.6    58.4    69.8    81.8    91.7    91.1    94.1
            M    1415.6  1297.3  1021.8   594.7   130.6   164.1     0.0
Total     : M+   4019.8  3511.4  2662.1  1453.5   307.7   387.4     0.0
            V      59.1    97.0   130.0   163.0   188.2   186.6   194.3
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    68.0    99.1   130.8   163.0   188.2   186.6   194.3
            M    3819.6  3391.8  2601.2  1453.5   312.0   392.5     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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    93.7    74.4   352.5   648.1   859.2   985.9  1028.2
(Max)       V      41.1    39.2    39.6    33.3    25.0    16.7     8.3     0.0
Self wt.  : M       0.0    67.5    53.6   253.8   466.6   618.7   709.9   740.3
(Min)       V      29.6    28.2    28.5    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0    22.5    17.9    84.6   155.5   206.1   236.5   246.6
DC(Max)     V       9.9     9.4     9.5     8.0     6.0     4.0     2.0     0.0
DL-Prec.  : M       0.0    16.2    12.9    60.9   111.9   148.4   170.3   177.6
DC(Min)     V       7.1     6.8     6.8     5.8     4.3     2.9     1.4     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   106.2    84.3   399.5   734.5   973.8  1117.3  1165.2
Haunch (Max)V      46.6    44.4    44.9    37.8    28.3    18.9     9.4     0.0
Deck +    : M       0.0    76.5    60.7   287.6   528.8   701.1   804.5   838.9
Haunch (Min)V      33.6    32.0    32.3    27.2    20.4    13.6     6.8     0.0
Diaphragm : M       0.0     0.4     0.3     1.5     3.1     4.6     6.2     7.8
(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     2.2     3.3     4.5     5.6
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    42.2    33.5   158.6   291.5   386.5   443.5   462.5
DC(Max)     V      18.5    17.6    17.8    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    30.4    24.1   114.2   209.9   278.3   319.3   333.0
DC(Min)     V      13.3    12.7    12.8    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    24.6    19.5    92.4   170.0   225.3   258.6   269.6
DW(Max)     V      10.8    10.3    10.4     8.7     6.6     4.4     2.2     0.0
DL-Comp   : M       0.0    10.7     8.5    40.1    73.6    97.6   112.0   116.8
DW(Min)     V       4.7     4.5     4.5     3.8     2.8     1.9     0.9     0.0
LL + I    : M+      0.0   347.9   276.4  1300.9  2368.3  3099.7  3534.5  3650.4
            V     205.9   199.3   200.7   178.8   151.0   123.2    84.6    56.8
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   205.9   199.3   200.7   178.8   152.8   127.9   104.1    81.4
            M       0.0   359.0   285.8  1300.9  2235.3  2837.9  3096.6  3036.6
Total     : M+      0.0   637.4   506.3  2389.8  4370.9  5755.3  6582.6  6830.3
            V     333.0   320.4   323.0   281.9   228.3   174.8   110.5    57.0
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   333.0   320.4   323.0   281.9   230.1   179.4   129.9    81.5
            M       0.0   648.6   515.7  2389.8  4237.8  5493.5  6144.7  6216.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   98.16   97.67  100.00
Self wt.  : M     985.9   859.2   648.1   352.5    74.4    93.7     0.0
(Max)       V       8.3    16.7    25.0    33.3    39.6    39.2    41.1
Self wt.  : M     709.9   618.7   466.6   253.8    53.6    67.5     0.0
(Min)       V       6.0    12.0    18.0    24.0    28.5    28.2    29.6
DL-Prec.  : M     236.5   206.1   155.5    84.6    17.9    22.5     0.0
DC(Max)     V       2.0     4.0     6.0     8.0     9.5     9.4     9.9
DL-Prec.  : M     170.3   148.4   111.9    60.9    12.9    16.2     0.0
DC(Min)     V       1.4     2.9     4.3     5.8     6.8     6.8     7.1
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
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    1117.3   973.8   734.5   399.5    84.3   106.2     0.0
Haunch (Max)V       9.4    18.9    28.3    37.8    44.9    44.4    46.6
Deck +    : M     804.5   701.1   528.8   287.6    60.7    76.5     0.0
Haunch (Min)V       6.8    13.6    20.4    27.2    32.3    32.0    33.6
Diaphragm : M       6.2     4.6     3.1     1.5     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.5     3.3     2.2     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     443.5   386.5   291.5   158.6    33.5    42.2     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.8    17.6    18.5
DL-Comp   : M     319.3   278.3   209.9   114.2    24.1    30.4     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.8    12.7    13.3
DL-Comp   : M     258.6   225.3   170.0    92.4    19.5    24.6     0.0
DW(Max)     V       2.2     4.4     6.6     8.7    10.4    10.3    10.8
DL-Comp   : M     112.0    97.6    73.6    40.1     8.5    10.7     0.0
DW(Min)     V       0.9     1.9     2.8     3.8     4.5     4.5     4.7
LL + I    : M+   3534.5  3099.7  2368.3  1300.9   276.4   347.9     0.0
            V      84.6   123.2   151.0   178.8   200.7   199.3   205.9
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   104.1   127.9   152.8   178.8   200.7   199.3   205.9
            M    3096.6  2837.9  2235.3  1300.9   285.8   359.0     0.0
Total     : M+   6582.6  5755.3  4370.9  2389.8   506.3   637.4     0.0
            V     110.5   174.8   228.3   281.9   323.0   320.4   333.0
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   129.9   179.4   230.1   281.9   323.0   320.4   333.0
            M    6144.7  5493.5  4237.8  2389.8   515.7   648.6     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.1             41.1
Deck+Haunch            46.6             46.6
Diaphragm               0.2              0.2
DL-Prec.(DC)            9.9              9.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           53.9             53.9
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    75.0    59.5   282.0   518.5   687.4   788.7   822.5
(Max)       V      32.9    31.4    31.7    26.7    20.0    13.3     6.7     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    18.0    14.3    67.6   124.4   164.9   189.2   197.3
DC(Max)     V       7.9     7.5     7.6     6.4     4.8     3.2     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    85.0    67.5   319.6   587.6   779.0   893.9   932.2
Haunch (Max)V      37.3    35.5    35.9    30.2    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     2.5     3.7     5.0     6.2
(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    33.7    26.8   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.3    12.0     9.0     6.0     3.0     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    16.4    13.0    61.6   113.3   150.2   172.4   179.8
DW(Max)     V       7.2     6.9     6.9     5.8     4.4     2.9     1.5     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   197.0   156.6   727.9  1297.1  1691.0  1894.3  1880.6
            V     117.4   113.8   114.6   103.0    88.7    67.6    53.3    38.9
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   117.4   113.8   114.6   103.0    88.7    74.3    60.0    45.6
            M       0.0   197.0   156.6   727.9  1297.1  1649.2  1784.2  1702.0
Total     : M+      0.0   425.3   338.0  1586.7  2876.5  3785.4  4298.3  4388.6
            V     217.5   209.3   211.1   184.3   149.6   108.3    73.7    39.0
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   217.5   209.3   211.1   184.3   149.6   115.0    80.4    45.7
            M       0.0   425.3   338.0  1586.7  2876.5  3743.6  4188.1  4210.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   98.16   97.67  100.00
Self wt.  : M     788.7   687.4   518.5   282.0    59.5    75.0     0.0
(Max)       V       6.7    13.3    20.0    26.7    31.7    31.4    32.9
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     189.2   164.9   124.4    67.6    14.3    18.0     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.6     7.5     7.9
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     893.9   779.0   587.6   319.6    67.5    85.0     0.0
Haunch (Max)V       7.6    15.1    22.7    30.2    35.9    35.5    37.3
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       5.0     3.7     2.5     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     354.8   309.2   233.2   126.8    26.8    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.3    14.1    14.8
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     172.4   150.2   113.3    61.6    13.0    16.4     0.0
DW(Max)     V       1.5     2.9     4.4     5.8     6.9     6.9     7.2
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+   1894.3  1691.0  1297.1   727.9   156.6   197.0     0.0
            V      53.3    67.6    88.7   103.0   114.6   113.8   117.4
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    60.0    74.3    88.7   103.0   114.6   113.8   117.4
            M    1784.1  1649.2  1297.1   727.9   156.6   197.0     0.0
Total     : M+   4298.3  3785.4  2876.5  1586.7   338.0   425.3     0.0
            V      73.7   108.3   149.6   184.3   211.1   209.3   217.5
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    80.4   115.0   149.6   184.3   211.1   209.3   217.5
            M    4188.1  3743.6  2876.5  1586.7   338.0   425.3     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.220   0.685   1.212   1.582   1.796   1.871 
Bottom        -0.189  -0.581  -1.021  -1.322  -1.490  -1.552 
 
Prestress
Precast-top   -0.041  -0.424  -0.765  -1.099  -1.427  -1.427 
Bottom         4.986   5.722   5.988   6.245   6.492   6.492 
 
Total
Precast-top    0.178   0.261   0.447   0.482   0.369   0.444 
Bottom         4.798   5.141   4.968   4.923   5.002   4.940 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.40 %)
             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    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top    0.008  -0.036  -0.018  -0.367  -0.662  -0.952  -1.236  -1.236
Bottom         1.011   4.318   3.653   4.955   5.186   5.408   5.622   5.622
 
Self wt.
Precast-top   -0.000   0.170   0.135   0.635   1.162   1.533   1.747   1.822
Bottom        -0.000  -0.146  -0.117  -0.539  -0.979  -1.281  -1.450  -1.512
 
DL-Prec (DC)
Precast-top   -0.000   0.041   0.032   0.152   0.279   0.368   0.419   0.437
Bottom        -0.000  -0.035  -0.028  -0.129  -0.235  -0.307  -0.348  -0.363
 
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   0.005   0.008   0.011   0.014
Bottom        -0.000  -0.001  -0.000  -0.002  -0.005  -0.007  -0.009  -0.011
 
Deck + Haunch
Precast-top   -0.000   0.192   0.153   0.720   1.317   1.737   1.980   2.065
Bottom        -0.000  -0.165  -0.132  -0.611  -1.109  -1.452  -1.643  -1.713
 
DL-Comp (DC)
Topping-top   -0.000   0.019   0.015   0.071   0.130   0.172   0.196   0.205
Precast-top   -0.000   0.013   0.011   0.050   0.092   0.122   0.139   0.145
Bottom        -0.000  -0.041  -0.033  -0.151  -0.276  -0.363  -0.413  -0.431
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.035   0.063   0.084   0.095   0.100
Precast-top   -0.000   0.006   0.005   0.024   0.045   0.059   0.068   0.071
Bottom        -0.000  -0.020  -0.016  -0.073  -0.134  -0.176  -0.201  -0.209
 
LL+I(+)
Topping-top   -0.000   0.112   0.089   0.417   0.756   0.985   1.118   1.155
Precast-top   -0.000   0.079   0.062   0.294   0.534   0.697   0.793   0.819
Bottom        -0.000  -0.240  -0.193  -0.885  -1.599  -2.077  -2.350  -2.427
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.140   0.112   0.523   0.949   1.240   1.410   1.459 
Precast-top    0.008   0.466   0.380   1.512   2.772   3.571   3.922   4.137 
Bottom         1.011   3.671   3.134   2.565   0.849  -0.255  -0.791  -1.044 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.028   0.022   0.106   0.194   0.255   0.292   0.304 
Precast-top    0.008   0.387   0.318   1.218   2.239   2.874   3.129   3.318 
Bottom         1.011   3.911   3.326   3.449   2.449   1.822   1.559   1.383 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.220   0.685   1.212   1.582   1.796   1.871 
Bottom        -0.189  -0.581  -1.021  -1.322  -1.490  -1.552 
 
Prestress
Precast-top   -0.041  -0.424  -0.765  -1.099  -1.427  -1.427 
Bottom         4.986   5.722   5.988   6.245   6.492   6.492 
 
Total
Precast-top    0.178   0.261   0.447   0.482   0.369   0.444 
Bottom         4.798   5.141   4.968   4.923   5.002   4.940 
 
As_top  , in2  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 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.40 %)
             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    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top    0.008  -0.036  -0.018  -0.367  -0.662  -0.952  -1.236  -1.236
Bottom         1.011   4.318   3.653   4.955   5.186   5.408   5.622   5.622
 
Self wt.
Precast-top   -0.000   0.170   0.135   0.635   1.162   1.533   1.747   1.822
Bottom        -0.000  -0.146  -0.117  -0.539  -0.979  -1.281  -1.450  -1.512
 
DL-Prec (DC)
Precast-top   -0.000   0.041   0.032   0.152   0.279   0.368   0.419   0.437
Bottom        -0.000  -0.035  -0.028  -0.129  -0.235  -0.307  -0.348  -0.363
 
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   0.005   0.008   0.011   0.014
Bottom        -0.000  -0.001  -0.000  -0.002  -0.005  -0.007  -0.009  -0.011
 
Deck + Haunch
Precast-top   -0.000   0.192   0.153   0.720   1.317   1.737   1.980   2.065
Bottom        -0.000  -0.165  -0.132  -0.611  -1.109  -1.452  -1.643  -1.713
 
DL-Comp (DC)
Topping-top   -0.000   0.019   0.015   0.071   0.130   0.172   0.196   0.205
Precast-top   -0.000   0.013   0.011   0.050   0.092   0.122   0.139   0.145
Bottom        -0.000  -0.041  -0.033  -0.151  -0.276  -0.363  -0.413  -0.431
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.035   0.063   0.084   0.095   0.100
Precast-top   -0.000   0.006   0.005   0.024   0.045   0.059   0.068   0.071
Bottom        -0.000  -0.020  -0.016  -0.073  -0.134  -0.176  -0.201  -0.209
 
LL+I(+)
Topping-top   -0.000   0.090   0.071   0.333   0.605   0.788   0.894   0.924
Precast-top   -0.000   0.063   0.050   0.235   0.427   0.558   0.634   0.655
Bottom        -0.000  -0.192  -0.154  -0.708  -1.279  -1.662  -1.880  -1.942
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.118   0.094   0.439   0.798   1.043   1.186   1.228 
Precast-top    0.008   0.450   0.368   1.453   2.666   3.432   3.763   3.973 
Bottom         1.011   3.719   3.172   2.742   1.169   0.161  -0.321  -0.559 
 

 
 
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    9.47   19.60   29.73   39.87   50.00
F_LL+I(+)
Topping-top   -0.000   0.111   0.089   0.408   0.724   0.940   1.049   1.041
Precast-top   -0.000   0.078   0.062   0.288   0.512   0.665   0.743   0.738
Bottom        -0.000  -0.238  -0.191  -0.866  -1.533  -1.983  -2.204  -2.188
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.125   0.100   0.461   0.821   1.068   1.195   1.193 
Precast-top    0.004   0.272   0.221   0.897   1.631   2.102   2.308   2.397 
Bottom         0.506   1.718   1.472   0.858  -0.308  -1.072  -1.425  -1.497 
 

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
    333.0    6.5   40.0    1.112   3.2   6.00e-3 50.0    344.4     2.083    4.224      0.00
      0.0    1.2   39.4     42.0 0.143      22.4 0.87    12.00     0.130    1.740 
Transfer:   3.00
    320.4    6.5   40.0    5.005  14.5  -0.10e-3 28.7    215.7     0.630    1.760      0.00
    648.6    5.2   37.4    189.0 0.140     125.7 5.17    12.00     0.130    1.749 
Critical:   3.77
    315.9    6.5   40.0    5.248  14.5  -0.11e-3 28.6    209.7     0.614    0.930      0.00
    837.5    5.5   37.3    189.0 0.139     126.8 5.24    12.00     0.130    1.308 
0.1L    :  10.13
    281.9    6.5   38.4    8.735  14.5  -0.15e-3 28.5    176.7     0.554    0.827      0.00
   2389.8    7.7   34.6    189.0 0.133     122.0 5.43    12.00     0.130    1.278 
0.2L    :  20.27
    230.1    6.5   37.8    9.982  14.5  -0.05e-3 28.8    131.0     0.424    0.620      0.00
   4237.8    8.7   34.0    189.0 0.109     110.2 4.98    24.00     0.130    1.238 
0.3L    :  30.40
    179.4    6.5   38.9    9.982  14.5   0.57e-3 31.0    108.6     0.373    0.496      0.00
   5493.5    8.8   35.0    189.0 0.081      76.2 3.36    24.00     0.130    1.179 
0.4L    :  40.53
    129.9    6.5   39.9    9.982   0.0   1.04e-3 32.6     81.5     0.291    0.413      0.00
   6144.7    8.8   35.9    189.0 0.062      62.9 2.69    24.00     0.130    1.238 
0.5L    :  50.67
     81.5    6.5   39.9    9.982   0.0   0.96e-3 32.3     25.4     0.130    0.413      0.00
   6216.5    8.8   35.9    189.0 0.039      65.2 2.79    24.00     0.130    2.014 
0.6L    :  60.80
    129.9    6.5   39.9    9.982   0.0   1.04e-3 32.6     81.5     0.291    0.413      0.00
   6144.7    8.8   35.9    189.0 0.062      62.9 2.69    24.00     0.130    1.238 
0.7L    :  70.93
    179.4    6.5   38.9    9.982  14.5   0.57e-3 31.0    108.6     0.373    0.496      0.00
   5493.5    8.8   35.0    189.0 0.081      76.2 3.36    24.00     0.130    1.179 
0.8L    :  81.07
    230.1    6.5   37.8    9.982  14.5  -0.05e-3 28.8    131.0     0.424    0.620      0.00
   4237.8    8.7   34.0    189.0 0.109     110.2 4.98    24.00     0.130    1.238 
0.9L    :  91.20
    281.9    6.5   38.4    8.735  14.5  -0.15e-3 28.5    176.7     0.554    0.827      0.00
   2389.8    7.7   34.6    189.0 0.133     122.0 5.43    12.00     0.130    1.278 
Critical:  97.56
    315.9    6.5   40.0    5.248  14.5  -0.11e-3 28.6    209.7     0.614    0.930      0.00
    837.5    5.5   37.3    189.0 0.139     126.8 5.24    12.00     0.130    1.308 
Transfer:  98.33
    320.4    6.5   40.0    5.005  14.5  -0.10e-3 28.7    215.7     0.630    1.760      0.00
    648.6    5.2   37.4    189.0 0.140     125.7 5.17    12.00     0.130    1.749 
Bearing : 100.67
    333.0    6.5   40.0    1.112   3.2   6.00e-3 50.0    344.4     2.083    4.224      0.00
      0.0    1.2   39.4     42.0 0.143      22.4 0.87    12.00     0.130    1.740 
 

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
    333.0      9.39     40.01    1.20       39.42    24.00      0.300      2.379      0.197      4.224 
Transfer:      2.33
    320.4      9.51     40.01    5.18       37.42    24.00      0.300      2.421      0.222      1.760 
Critical:      3.11
    316.2      9.42     40.01    5.47       37.28    24.00      0.300      2.392      0.205      0.930 
0.1L    :      9.47
    281.9      9.06     38.44    7.72       34.58    24.00      0.300      2.269      0.131      0.827 
0.2L    :     19.60
    230.1      7.64     37.82    8.73       33.45    24.00      0.300      1.798      0.000      0.620 
0.3L    :     29.73
    179.4      5.78     38.86    8.77       34.47    24.00      0.300      1.178      0.000      0.496 
0.4L    :     39.87
    129.9      4.07     39.90    8.81       35.50    24.00      0.300      0.606      0.000      0.413 
0.5L    :     50.00
     81.5      2.55     39.90    8.81       35.50    24.00      0.300      0.101      0.000      0.413 
0.6L    :     60.13
    129.9      4.07     39.90    8.81       35.50    24.00      0.300      0.606      0.000      0.413 
0.7L    :     70.27
    179.4      5.78     38.86    8.77       34.47    24.00      0.300      1.178      0.000      0.496 
0.8L    :     80.40
    230.1      7.64     37.82    8.73       33.45    24.00      0.300      1.798      0.000      0.620 
0.9L    :     90.53
    281.9      9.06     38.44    7.72       34.58    24.00      0.300      2.269      0.131      0.827 
Critical:     96.89
    316.2      9.42     40.01    5.47       37.28    24.00      0.300      2.392      0.205      0.930 
Transfer:     97.67
    320.4      9.51     40.01    5.18       37.42    24.00      0.300      2.421      0.222      1.760 
Bearing :    100.00
    333.0      9.39     40.01    1.20       39.42    24.00      0.300      2.379      0.197      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.47 ft
Prestress      :       2.490  1.80      4.481  2.20      5.477
Self Wt.       :      -0.881  1.85     -1.630  2.40     -2.114
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          :       1.609            2.852            3.363
 
At 0.2 x L = 19.60 ft
Prestress      :       4.468  1.80      8.042  2.20      9.829
Self Wt.       :      -1.653  1.85     -3.058  2.40     -3.967
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          :       2.815            4.984            5.862
 
At 0.3 x L = 29.73 ft
Prestress      :       5.877  1.80     10.579  2.20     12.930
Self Wt.       :      -2.243  1.85     -4.149  2.40     -5.382
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          :       3.634            6.430            7.547
 
At 0.4 x L = 39.87 ft
Prestress      :       6.686  1.80     12.034  2.20     14.709
Self Wt.       :      -2.601  1.85     -4.812  2.40     -6.243
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          :       4.085            7.222            8.466
 
At 0.5 x L = 50.00 ft
Prestress      :       6.989  1.80     12.580  2.20     15.376
Self Wt.       :      -2.731  1.85     -5.053  2.40     -6.555
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          :       4.258            7.527            8.821
 
At 0.6 x L = 60.13 ft
Prestress      :       6.686  1.80     12.034  2.20     14.709
Self Wt.       :      -2.601  1.85     -4.812  2.40     -6.243
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          :       4.085            7.222            8.466
 
At 0.7 x L = 70.27 ft
Prestress      :       5.877  1.80     10.579  2.20     12.930
Self Wt.       :      -2.243  1.85     -4.149  2.40     -5.382
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          :       3.634            6.430            7.547
 
At 0.8 x L = 80.40 ft
Prestress      :       4.468  1.80      8.042  2.20      9.829
Self Wt.       :      -1.653  1.85     -3.058  2.40     -3.967
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          :       2.815            4.984            5.862
 
At 0.9 x L = 90.53 ft
Prestress      :       2.490  1.80      4.481  2.20      5.477
Self Wt.       :      -0.881  1.85     -1.630  2.40     -2.114
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          :       1.609            2.852            3.363
 

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
   637.4    35.6  6.180  257.1    6.1   5.18   4374.6  0.018T 1.00       -       -     -     -  
H/2     :   1.84
   506.3    35.6  5.171  259.1    5.1   4.37   3728.4  0.022T 1.00       -       -     -     -  
0.1L    :   9.47
  2389.8    36.5  9.419  251.2    9.1   7.72   6432.3  0.011T 1.00       -       -     -     -  
0.2L    :  19.60
  4370.9    37.8  9.982  249.5   10.3   8.73   7001.6  0.009T 1.00   5117.9  5117.9    1.37    -  
0.3L    :  29.73
  5755.3    38.9  9.982  249.9   10.3   8.77   7229.6  0.009T 1.00   5144.8  5144.8    1.41    -  
0.4L    :  39.87
  6582.6    39.9  9.982  250.4   10.4   8.81   7457.8  0.009T 1.00   5270.2  5270.2    1.42    -  
0.5L    :  50.00
  6830.3    39.9  9.982  250.4   10.4   8.81   7457.8  0.009T 1.00   5223.0  5223.0    1.43    -  
0.6L    :  60.13
  6582.6    39.9  9.982  250.4   10.4   8.81   7457.8  0.009T 1.00   5270.2  5270.2    1.42    -  
0.7L    :  70.27
  5755.3    38.9  9.982  249.9   10.3   8.77   7229.6  0.009T 1.00   5144.8  5144.8    1.41    -  
0.8L    :  80.40
  4370.9    37.8  9.982  249.5   10.3   8.73   7001.6  0.009T 1.00   5117.9  5117.9    1.37    -  
0.9L    :  90.53
  2389.8    36.5  9.419  251.2    9.1   7.72   6432.3  0.011T 1.00       -       -     -     -  
H/2     :  98.16
   506.3    35.6  5.171  259.1    5.1   4.37   3728.4  0.022T 1.00       -       -     -     -  
Transfer:  97.67
   637.4    35.6  6.180  257.1    6.1   5.18   4374.6  0.018T 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 1-23; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.112    0.511
        M   2.00 Fb     0.140   -0.201
 
  2   2 E  32.00 Ft     0.456    0.799
        M   8.00 Fb     0.079   -0.212
 
  3   2 E  30.00 Ft     0.769    1.055
        M   6.00 Fb     0.046   -0.197
 
  4   2 E  28.00 Ft     1.050    1.279
        M   4.00 Fb     0.041   -0.154
 
  5   2 E  26.00 Ft     1.298    1.472
        M   2.00 Fb     0.063   -0.084
 
  6   2 E   8.00 Ft     1.286    1.461
        M   8.00 Fb     0.309    0.158
 
  7   2 E   6.00 Ft     1.242    1.419
        M   6.00 Fb     0.582    0.427
 
  8   2 E   6.00 Ft     1.198    1.377
        M   6.00 Fb     0.856    0.696
 
  9   2 E   6.00 Ft     1.154    1.335
        M   6.00 Fb     1.129    0.965
 
 10   2 E   6.00 Ft     1.111    1.293
        M   6.00 Fb     1.403    1.234
 
 11   2 E   6.00 Ft     1.067    1.250
        M   6.00 Fb     1.676    1.503
 
 12   2 E   6.00 Ft     1.023    1.208
        M   6.00 Fb     1.950    1.772
 
 13   2 E   4.00 Ft     0.947    1.134
        M   4.00 Fb     2.251    2.068
 
 14   2 E   4.00 Ft     0.947    1.059
        M   4.00 Fb     2.251    2.365
 
 15   2 E   4.00 Ft     0.871    0.985
        M   4.00 Fb     2.552    2.662
 
 16   2 E   4.00 Ft     0.871    0.911
        M   4.00 Fb     2.552    2.959
 
 17   2 E   4.00 Ft     0.795    0.837
        M   4.00 Fb     2.853    3.255
 
 18   2 E   4.00 Ft     0.719    0.762
        M   4.00 Fb     3.154    3.551
 
 19   2 E   2.00 Ft     0.611    0.656
        M   2.00 Fb     3.483    3.875
 
 20   2 E   2.00 Ft     0.503    0.550
        M   2.00 Fb     3.811    4.198
 
 21   2 E   2.00 Ft     0.395    0.444
        M   2.00 Fb     4.140    4.521
 
 22   2 E   2.00 Ft     0.287    0.338
        M   2.00 Fb     4.469    4.844
 
 23   2 E   2.00 Ft     0.178    0.232
        M   2.00 Fb     4.797    5.168
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 101.33            Release Length, ft: 101.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  46
No. of strands, Draped:   8           No. of strands, Straight:  38
Concrete Strength, f'ci:   8.0  ksi        f'c:  10.0 ksi  f'ct   4.0 ksi
Initial losses: 10.43 %               Final losses: 14.52 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.141   0.1L/0.9L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.178       Trans
      Precast Top w/ reinf. (tension)      -0.679           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7457.80     6830.34     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      33.33 %               OK
      Max. Debond Total                    25.00 %       8.70 %               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   1.459     Midspan    1.800   0.304     Midspan
    Pre.Top:   6.000   4.137     Midspan    4.500   3.318     Midspan
    Pre.Bot:   6.000   3.671    Transfer    4.500   3.911    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.600   0.008     Bearing
    Pre.Bot:  -0.600  -0.559     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             4.000   2.397     Midspan
    Pre.Bot:                                                             4.000   1.718    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       6.989  1.80     12.580  2.20     15.376
Self Wt.       :      -2.731  1.85     -5.053  2.40     -6.555
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          :       4.258            7.527            8.821
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  39.12 ft
Type      : I-Girder                            Curb-to-curb       =  35.95 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   8.03/  8.03 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  =  96.360 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  100.00
     DC  Line       0.075      0.00       0.075  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    50.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.333 ft
Release length = 101.333 ft
Design  length = 100.000 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)  : 0.624   (Calculated)    
Live Moment (1  lane  loaded)  : 0.437   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.109   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.914   (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           1196.2 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           262618 in4#
Ht. of c.g.           =        17.14 in             28.06 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1453.6 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     9.47    19.60    29.73    39.87    50.00
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    640.4    671.0    664.6    674.8    674.8    674.8    674.8    674.8
  Yb      ,  in    17.03    16.64    16.72    16.52    16.46    16.39    16.32    16.32
  MI(Ixx) , in4   100568   102671   102224   103745   104602   105546   106578   106578
Composite: (At Final, using Ec =  5772.5 ksi )
  Area    , in2   1204.2   1232.1   1226.2   1235.5   1235.5   1235.5   1235.5   1235.5
  Yb      ,  in    27.93    27.49    27.59    27.41    27.37    27.34    27.31    27.31
  MI(Ixx) , in4   265533   275793   273633   278741   280416   282174   284015   284015

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.00  ksi   
  Elasticity         =     5362.7 ksi   
  Max comp           =       5.20 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.68 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:  46 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 40.53 ft from member end )
END PATTERN (Ycg = 8.52 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in
     2 @ 26.000 in     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.35 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 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
14      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
16      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 =   196.1 ksi
Total Strand Area     =    9.98 in2      Initial Pull          =     1957.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.192 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     13.990 ft
Holddown Force        =  16.770 kips     Beam Shrtng (PL/AE)   =      0.668 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)       
--------------------------------------------------------------------------------------
      4662.120         740 3449.969     16.464 66679.563   863.945     641.412        
 
 
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      2.2500    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.2500      3.7500    Yes
      2      US#5[M16]       60.00        0.62       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167     14.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.9167     28.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      28.9167     40.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      40.1667     61.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      61.1667     72.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      72.4167     86.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00      86.4167     96.9167    Yes
      2      US#5[M16]       60.00        0.62       8.00      96.9167     97.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      97.5833     99.0833    Yes
      2      US#6[M19]       60.00        0.88       6.00      99.0833     99.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      99.5833     99.9167     No
      2      US#6[M19]       60.00        0.88       4.00      99.9167    100.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00     100.2500    100.5833     No
      2      US#6[M19]       60.00        0.88       2.50     100.5833    100.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50     100.7917    101.0000     No
      2      US#6[M19]       60.00        0.88       2.50     101.0000    101.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50     101.2083    101.3333     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 101.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.9820 in2       Ycg =  4.35 in
         P_init    =     1957.6 kips  Ecc = 12.79 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.45 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.848 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.63 ksi    0.00 ksi
    due to Composite Loads                                 -2.63 ksi    0.00 ksi
    due to Live Loads                                      -6.75 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                         6.67 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        17.22 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.45 ksi  (10.43 %)             9.28 ksi ( 4.73 %)
Total Prestress Losses                                    29.73 ksi (15.16 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 166.4 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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    75.0    59.5   282.0   518.5   687.4   788.7   822.5
(Max)       V      32.9    31.4    31.7    26.7    20.0    13.3     6.7     0.0
DL-Prec.  : M       0.0    12.6    10.0    47.4    87.2   115.6   132.7   138.4
DC(Max)     V       5.5     5.3     5.3     4.5     3.4     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    90.7    72.0   340.9   626.9   831.1   953.7   994.5
Haunch (Max)V      39.8    37.9    38.3    32.2    24.2    16.1     8.1     0.0
Diaphragm : M       0.0     0.6     0.5     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    33.7    26.8   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.3    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    16.4    13.0    61.6   113.3   150.2   172.4   179.8
DW(Max)     V       7.2     6.9     6.9     5.8     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   167.8   133.3   627.5  1142.4  1495.2  1704.9  1760.8
            V     131.7   127.5   128.4   114.4    96.6    78.8    54.1    36.3
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   131.7   127.5   128.4   114.4    97.7    81.8    66.6    52.0
            M       0.0   173.2   137.8   627.5  1078.2  1368.9  1493.7  1464.7
Total     : M+      0.0   396.7   315.1  1488.7  2726.4  3596.2  4117.1  4278.5
            V     232.2   223.2   225.1   195.9   157.8   119.6    74.7    36.6
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   232.2   223.2   225.1   195.9   158.9   122.7    87.1    52.3
            M       0.0   402.1   319.7  1488.7  2662.2  3469.9  3905.9  3982.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   98.16   97.67  100.00
Self wt.  : M     788.7   687.4   518.5   282.0    59.5    75.0     0.0
(Max)       V       6.7    13.3    20.0    26.7    31.7    31.4    32.9
DL-Prec.  : M     132.7   115.6    87.2    47.4    10.0    12.6     0.0
DC(Max)     V       1.1     2.2     3.4     4.5     5.3     5.3     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     953.7   831.1   626.9   340.9    72.0    90.7     0.0
Haunch (Max)V       8.1    16.1    24.2    32.2    38.3    37.9    39.8
Diaphragm : M      10.0     7.4     4.9     2.4     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     354.8   309.2   233.2   126.8    26.8    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.3    14.1    14.8
DL-Comp   : M     172.4   150.2   113.3    61.6    13.0    16.4     0.0
DW(Max)     V       1.5     2.9     4.4     5.8     6.9     6.9     7.2
LL + I    : M+   1704.9  1495.2  1142.4   627.5   133.3   167.8     0.0
            V      54.1    78.8    96.6   114.4   128.4   127.5   131.7
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    66.6    81.8    97.7   114.4   128.4   127.5   131.7
            M    1493.7  1368.9  1078.2   627.5   137.8   173.2     0.0
Total     : M+   4117.1  3596.2  2726.4  1488.7   315.1   396.7     0.0
            V      74.7   119.6   157.8   195.9   225.1   223.2   232.2
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    87.1   122.7   158.9   195.9   225.1   223.2   232.2
            M    3905.9  3469.9  2662.2  1488.7   319.7   402.1     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               32.9             32.9
Deck+Haunch            39.8             39.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.5              5.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           36.0             36.0
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    75.0    59.5   282.0   518.5   687.4   788.7   822.5
(Max)       V      32.9    31.4    31.7    26.7    20.0    13.3     6.7     0.0
DL-Prec.  : M       0.0    12.6    10.0    47.4    87.2   115.6   132.7   138.4
DC(Max)     V       5.5     5.3     5.3     4.5     3.4     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    90.7    72.0   340.9   626.9   831.1   953.7   994.5
Haunch (Max)V      39.8    37.9    38.3    32.2    24.2    16.1     8.1     0.0
Diaphragm : M       0.0     0.6     0.5     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    33.7    26.8   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.3    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    16.4    13.0    61.6   113.3   150.2   172.4   179.8
DW(Max)     V       7.2     6.9     6.9     5.8     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   134.2   106.6   502.0   913.9  1196.1  1363.9  1408.7
            V     105.4   102.0   102.7    91.5    77.3    63.0    43.3    29.1
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   105.4   102.0   102.7    91.5    78.2    65.4    53.2    41.6
            M       0.0   138.5   110.3   502.0   862.6  1095.1  1194.9  1171.8
Total     : M+      0.0   363.2   288.5  1363.2  2497.9  3297.1  3776.1  3926.3
            V     205.8   197.7   199.4   173.0   138.4   103.9    63.9    29.3
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   205.8   197.7   199.4   173.0   139.4   106.3    73.8    41.9
            M       0.0   367.5   292.1  1363.2  2446.5  3196.1  3607.2  3689.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   98.16   97.67  100.00
Self wt.  : M     788.7   687.4   518.5   282.0    59.5    75.0     0.0
(Max)       V       6.7    13.3    20.0    26.7    31.7    31.4    32.9
DL-Prec.  : M     132.7   115.6    87.2    47.4    10.0    12.6     0.0
DC(Max)     V       1.1     2.2     3.4     4.5     5.3     5.3     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     953.7   831.1   626.9   340.9    72.0    90.7     0.0
Haunch (Max)V       8.1    16.1    24.2    32.2    38.3    37.9    39.8
Diaphragm : M      10.0     7.4     4.9     2.4     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     354.8   309.2   233.2   126.8    26.8    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.3    14.1    14.8
DL-Comp   : M     172.4   150.2   113.3    61.6    13.0    16.4     0.0
DW(Max)     V       1.5     2.9     4.4     5.8     6.9     6.9     7.2
LL + I    : M+   1363.9  1196.1   913.9   502.0   106.6   134.2     0.0
            V      43.3    63.0    77.3    91.5   102.7   102.0   105.4
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    53.2    65.4    78.2    91.5   102.7   102.0   105.4
            M    1194.9  1095.1   862.6   502.0   110.3   138.5     0.0
Total     : M+   3776.1  3297.1  2497.9  1363.2   288.5   363.2     0.0
            V      63.9   103.9   138.4   173.0   199.4   197.7   205.8
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    73.8   106.3   139.4   173.0   199.4   197.7   205.8
            M    3607.2  3196.1  2446.5  1363.2   292.1   367.5     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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    93.7    74.4   352.5   648.1   859.2   985.9  1028.2
(Max)       V      41.1    39.2    39.6    33.3    25.0    16.7     8.3     0.0
Self wt.  : M       0.0    67.5    53.6   253.8   466.6   618.7   709.9   740.3
(Min)       V      29.6    28.2    28.5    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0    15.8    12.5    59.3   109.0   144.5   165.8   172.9
DC(Max)     V       6.9     6.6     6.7     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0    11.4     9.0    42.7    78.5   104.1   119.4   124.5
DC(Min)     V       5.0     4.7     4.8     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   113.3    90.0   426.2   783.6  1038.9  1192.1  1243.1
Haunch (Max)V      49.7    47.4    47.9    40.3    30.2    20.2    10.1     0.0
Deck +    : M       0.0    81.6    64.8   306.8   564.2   748.0   858.3   895.1
Haunch (Min)V      35.8    34.1    34.5    29.0    21.8    14.5     7.3     0.0
Diaphragm : M       0.0     0.7     0.6     3.0     6.1     9.3    12.5    15.6
(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     2.1     4.4     6.7     9.0    11.2
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    42.2    33.5   158.6   291.5   386.5   443.5   462.5
DC(Max)     V      18.5    17.6    17.8    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    30.4    24.1   114.2   209.9   278.3   319.3   333.0
DC(Min)     V      13.3    12.7    12.8    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    24.6    19.5    92.4   170.0   225.3   258.6   269.6
DW(Max)     V      10.8    10.3    10.4     8.7     6.6     4.4     2.2     0.0
DL-Comp   : M       0.0    10.7     8.5    40.1    73.6    97.6   112.0   116.8
DW(Min)     V       4.7     4.5     4.5     3.8     2.8     1.9     0.9     0.0
LL + I    : M+      0.0   293.7   233.3  1098.1  1999.2  2616.5  2983.6  3081.4
            V     230.5   223.0   224.6   200.2   169.0   137.9    94.7    63.6
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   230.5   223.0   224.6   200.2   171.0   143.1   116.5    91.1
            M       0.0   303.1   241.2  1098.1  1886.8  2395.6  2613.9  2563.3
Total     : M+      0.0   583.9   463.8  2190.0  4007.5  5280.3  6042.0  6273.4
            V     357.9   344.5   347.3   303.5   246.6   189.7   120.8    63.9
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   357.9   344.5   347.3   303.5   248.6   194.9   142.5    91.4
            M       0.0   593.3   471.8  2190.0  3895.2  5059.4  5672.3  5755.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   98.16   97.67  100.00
Self wt.  : M     985.9   859.2   648.1   352.5    74.4    93.7     0.0
(Max)       V       8.3    16.7    25.0    33.3    39.6    39.2    41.1
Self wt.  : M     709.9   618.7   466.6   253.8    53.6    67.5     0.0
(Min)       V       6.0    12.0    18.0    24.0    28.5    28.2    29.6
DL-Prec.  : M     165.8   144.5   109.0    59.3    12.5    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.7     6.6     6.9
DL-Prec.  : M     119.4   104.1    78.5    42.7     9.0    11.4     0.0
DC(Min)     V       1.0     2.0     3.0     4.0     4.8     4.7     5.0
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    1192.1  1038.9   783.6   426.2    90.0   113.3     0.0
Haunch (Max)V      10.1    20.2    30.2    40.3    47.9    47.4    49.7
Deck +    : M     858.3   748.0   564.2   306.8    64.8    81.6     0.0
Haunch (Min)V       7.3    14.5    21.8    29.0    34.5    34.1    35.8
Diaphragm : M      12.5     9.3     6.1     3.0     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.0     6.7     4.4     2.1     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     443.5   386.5   291.5   158.6    33.5    42.2     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.8    17.6    18.5
DL-Comp   : M     319.3   278.3   209.9   114.2    24.1    30.4     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.8    12.7    13.3
DL-Comp   : M     258.6   225.3   170.0    92.4    19.5    24.6     0.0
DW(Max)     V       2.2     4.4     6.6     8.7    10.4    10.3    10.8
DL-Comp   : M     112.0    97.6    73.6    40.1     8.5    10.7     0.0
DW(Min)     V       0.9     1.9     2.8     3.8     4.5     4.5     4.7
LL + I    : M+   2983.6  2616.5  1999.2  1098.1   233.3   293.7     0.0
            V      94.7   137.9   169.0   200.2   224.6   223.0   230.5
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   116.5   143.1   171.0   200.2   224.6   223.0   230.5
            M    2613.9  2395.6  1886.8  1098.1   241.2   303.1     0.0
Total     : M+   6042.0  5280.3  4007.5  2190.0   463.8   583.9     0.0
            V     120.8   189.7   246.6   303.5   347.3   344.5   357.9
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   142.5   194.9   248.6   303.5   347.3   344.5   357.9
            M    5672.3  5059.4  3895.2  2190.0   471.8   593.3     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.1             41.1
Deck+Haunch            49.7             49.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.9              6.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           53.9             53.9
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    75.0    59.5   282.0   518.5   687.4   788.7   822.5
(Max)       V      32.9    31.4    31.7    26.7    20.0    13.3     6.7     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    12.6    10.0    47.4    87.2   115.6   132.7   138.4
DC(Max)     V       5.5     5.3     5.3     4.5     3.4     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    90.7    72.0   340.9   626.9   831.1   953.7   994.5
Haunch (Max)V      39.8    37.9    38.3    32.2    24.2    16.1     8.1     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     2.4     4.9     7.4    10.0    12.5
(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    33.7    26.8   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.3    12.0     9.0     6.0     3.0     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    16.4    13.0    61.6   113.3   150.2   172.4   179.8
DW(Max)     V       7.2     6.9     6.9     5.8     4.4     2.9     1.5     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   116.5    92.6   430.3   766.8   999.7  1119.9  1111.7
            V     108.3   105.0   105.7    95.0    81.8    62.4    49.1    35.9
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   108.3   105.0   105.7    95.0    81.8    68.5    55.3    42.1
            M       0.0   116.5    92.6   430.3   766.8   974.9  1054.7  1006.2
Total     : M+      0.0   345.4   274.4  1291.5  2350.8  3100.6  3532.1  3629.4
            V     208.7   200.8   202.4   176.5   143.0   103.2    69.7    36.1
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   208.7   200.8   202.4   176.5   143.0   109.4    75.9    42.3
            M       0.0   345.4   274.4  1291.5  2350.8  3075.9  3467.0  3523.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   98.16   97.67  100.00
Self wt.  : M     788.7   687.4   518.5   282.0    59.5    75.0     0.0
(Max)       V       6.7    13.3    20.0    26.7    31.7    31.4    32.9
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     132.7   115.6    87.2    47.4    10.0    12.6     0.0
DC(Max)     V       1.1     2.2     3.4     4.5     5.3     5.3     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     953.7   831.1   626.9   340.9    72.0    90.7     0.0
Haunch (Max)V       8.1    16.1    24.2    32.2    38.3    37.9    39.8
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      10.0     7.4     4.9     2.4     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     354.8   309.2   233.2   126.8    26.8    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.3    14.1    14.8
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     172.4   150.2   113.3    61.6    13.0    16.4     0.0
DW(Max)     V       1.5     2.9     4.4     5.8     6.9     6.9     7.2
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+   1119.9   999.7   766.8   430.3    92.6   116.5     0.0
            V      49.1    62.4    81.8    95.0   105.7   105.0   108.3
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    55.3    68.5    81.8    95.0   105.7   105.0   108.3
            M    1054.7   974.9   766.8   430.3    92.6   116.5     0.0
Total     : M+   3532.1  3100.6  2350.8  1291.5   274.4   345.4     0.0
            V      69.7   103.2   143.0   176.5   202.4   200.8   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    75.9   109.4   143.0   176.5   202.4   200.8   208.7
            M    3467.0  3075.9  2350.8  1291.5   274.4   345.4     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.220   0.685   1.212   1.582   1.796   1.871 
Bottom        -0.189  -0.581  -1.021  -1.322  -1.490  -1.552 
 
Prestress
Precast-top   -0.041  -0.424  -0.765  -1.099  -1.427  -1.427 
Bottom         4.986   5.722   5.988   6.245   6.492   6.492 
 
Total
Precast-top    0.178   0.261   0.447   0.482   0.369   0.444 
Bottom         4.798   5.141   4.968   4.923   5.002   4.940 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.40 %)
             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    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top    0.008  -0.036  -0.018  -0.367  -0.662  -0.952  -1.236  -1.236
Bottom         1.011   4.318   3.653   4.955   5.186   5.408   5.622   5.622
 
Self wt.
Precast-top   -0.000   0.170   0.135   0.635   1.162   1.533   1.747   1.822
Bottom        -0.000  -0.146  -0.117  -0.539  -0.979  -1.281  -1.450  -1.512
 
DL-Prec (DC)
Precast-top   -0.000   0.029   0.023   0.107   0.196   0.258   0.294   0.307
Bottom        -0.000  -0.025  -0.020  -0.091  -0.165  -0.215  -0.244  -0.254
 
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   0.005   0.011   0.017   0.022   0.028
Bottom        -0.000  -0.001  -0.001  -0.005  -0.009  -0.014  -0.018  -0.023
 
Deck + Haunch
Precast-top   -0.000   0.205   0.163   0.768   1.405   1.853   2.113   2.203
Bottom        -0.000  -0.176  -0.141  -0.652  -1.184  -1.549  -1.753  -1.828
 
DL-Comp (DC)
Topping-top   -0.000   0.018   0.014   0.068   0.124   0.164   0.188   0.196
Precast-top   -0.000   0.012   0.010   0.047   0.086   0.114   0.130   0.136
Bottom        -0.000  -0.040  -0.032  -0.150  -0.273  -0.360  -0.409  -0.427
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.033   0.060   0.080   0.091   0.095
Precast-top   -0.000   0.006   0.005   0.023   0.042   0.055   0.063   0.066
Bottom        -0.000  -0.020  -0.016  -0.073  -0.133  -0.175  -0.199  -0.207
 
LL+I(+)
Topping-top   -0.000   0.090   0.072   0.336   0.610   0.795   0.902   0.932
Precast-top   -0.000   0.062   0.049   0.232   0.422   0.551   0.626   0.647
Bottom        -0.000  -0.201  -0.161  -0.740  -1.338  -1.738  -1.967  -2.032
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.117   0.093   0.437   0.795   1.039   1.181   1.222 
Precast-top    0.008   0.449   0.367   1.451   2.662   3.428   3.760   3.973 
Bottom         1.011   3.710   3.165   2.706   1.105   0.076  -0.418  -0.661 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.027   0.021   0.101   0.185   0.244   0.279   0.291 
Precast-top    0.008   0.387   0.318   1.218   2.240   2.877   3.134   3.326 
Bottom         1.011   3.910   3.326   3.447   2.443   1.815   1.549   1.371 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.220   0.685   1.212   1.582   1.796   1.871 
Bottom        -0.189  -0.581  -1.021  -1.322  -1.490  -1.552 
 
Prestress
Precast-top   -0.041  -0.424  -0.765  -1.099  -1.427  -1.427 
Bottom         4.986   5.722   5.988   6.245   6.492   6.492 
 
Total
Precast-top    0.178   0.261   0.447   0.482   0.369   0.444 
Bottom         4.798   5.141   4.968   4.923   5.002   4.940 
 
As_top  , in2  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 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.40 %)
             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    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top    0.008  -0.036  -0.018  -0.367  -0.662  -0.952  -1.236  -1.236
Bottom         1.011   4.318   3.653   4.955   5.186   5.408   5.622   5.622
 
Self wt.
Precast-top   -0.000   0.170   0.135   0.635   1.162   1.533   1.747   1.822
Bottom        -0.000  -0.146  -0.117  -0.539  -0.979  -1.281  -1.450  -1.512
 
DL-Prec (DC)
Precast-top   -0.000   0.029   0.023   0.107   0.196   0.258   0.294   0.307
Bottom        -0.000  -0.025  -0.020  -0.091  -0.165  -0.215  -0.244  -0.254
 
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   0.005   0.011   0.017   0.022   0.028
Bottom        -0.000  -0.001  -0.001  -0.005  -0.009  -0.014  -0.018  -0.023
 
Deck + Haunch
Precast-top   -0.000   0.205   0.163   0.768   1.405   1.853   2.113   2.203
Bottom        -0.000  -0.176  -0.141  -0.652  -1.184  -1.549  -1.753  -1.828
 
DL-Comp (DC)
Topping-top   -0.000   0.018   0.014   0.068   0.124   0.164   0.188   0.196
Precast-top   -0.000   0.012   0.010   0.047   0.086   0.114   0.130   0.136
Bottom        -0.000  -0.040  -0.032  -0.150  -0.273  -0.360  -0.409  -0.427
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.033   0.060   0.080   0.091   0.095
Precast-top   -0.000   0.006   0.005   0.023   0.042   0.055   0.063   0.066
Bottom        -0.000  -0.020  -0.016  -0.073  -0.133  -0.175  -0.199  -0.207
 
LL+I(+)
Topping-top   -0.000   0.072   0.058   0.269   0.488   0.636   0.722   0.745
Precast-top   -0.000   0.050   0.039   0.186   0.337   0.441   0.501   0.517
Bottom        -0.000  -0.161  -0.129  -0.592  -1.071  -1.391  -1.574  -1.625
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.099   0.079   0.370   0.673   0.880   1.001   1.036 
Precast-top    0.008   0.437   0.358   1.404   2.577   3.317   3.635   3.843 
Bottom         1.011   3.750   3.197   2.855   1.373   0.424  -0.025  -0.255 
 

 
 
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    9.47   19.60   29.73   39.87   50.00
F_LL+I(+)
Topping-top   -0.000   0.063   0.050   0.231   0.409   0.531   0.592   0.588
Precast-top   -0.000   0.043   0.034   0.159   0.283   0.368   0.411   0.408
Bottom        -0.000  -0.139  -0.112  -0.508  -0.898  -1.162  -1.292  -1.283
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.076   0.061   0.281   0.502   0.653   0.732   0.734 
Precast-top    0.004   0.237   0.193   0.768   1.403   1.807   1.978   2.071 
Bottom         0.506   1.816   1.551   1.216   0.323  -0.255  -0.518  -0.597 
 

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
    357.9    6.5   40.0    1.101   3.2   6.00e-3 50.0    372.1     2.247    4.224      0.00
      0.0    1.1   39.5     42.0 0.154      22.4 0.87    12.00     0.130    1.621 
Transfer:   3.00
    344.5    6.5   40.0    4.956  14.5  -0.08e-3 28.7    243.8     0.711    1.760      0.00
    593.3    4.8   37.6    189.0 0.151     124.5 5.09    12.00     0.130    1.634 
Critical:   3.79
    339.7    6.5   40.0    5.202  14.5  -0.09e-3 28.7    237.4     0.693    0.930      0.00
    769.6    5.1   37.5    189.0 0.149     125.6 5.16    12.00     0.130    1.215 
0.1L    :  10.13
    303.5    6.5   38.4    8.664  14.5  -0.16e-3 28.4    199.2     0.619    0.827      0.00
   2190.0    7.2   34.8    189.0 0.142     123.5 5.46    12.00     0.130    1.198 
0.2L    :  20.27
    248.6    6.5   37.8    9.982  14.5  -0.07e-3 28.7    149.2     0.481    0.620      0.00
   3895.2    7.7   34.0    189.0 0.118     112.4 5.08    24.00     0.130    1.156 
0.3L    :  30.40
    194.9    6.5   38.9    9.982  14.5   0.10e-3 29.3    100.3     0.322    0.496      0.00
   5059.4    7.7   35.0    189.0 0.089     101.7 4.47    24.00     0.130    1.250 
0.4L    :  40.53
    142.5    6.5   39.9    9.982   0.0   0.51e-3 30.8     76.9     0.254    0.413      0.00
   5672.3    7.7   36.1    189.0 0.068      81.5 3.48    24.00     0.130    1.305 
0.5L    :  50.67
     91.4    6.5   39.9    9.982   0.0   0.42e-3 30.5     16.2     0.130    0.413      0.00
   5755.3    7.7   36.1    189.0 0.043      85.3 3.64    24.00     0.130    2.087 
0.6L    :  60.80
    142.5    6.5   39.9    9.982   0.0   0.51e-3 30.8     76.9     0.254    0.413      0.00
   5672.3    7.7   36.1    189.0 0.068      81.5 3.48    24.00     0.130    1.305 
0.7L    :  70.93
    194.9    6.5   38.9    9.982  14.5   0.10e-3 29.3    100.3     0.322    0.496      0.00
   5059.4    7.7   35.0    189.0 0.089     101.7 4.47    24.00     0.130    1.250 
0.8L    :  81.07
    248.6    6.5   37.8    9.982  14.5  -0.07e-3 28.7    149.2     0.481    0.620      0.00
   3895.2    7.7   34.0    189.0 0.118     112.4 5.08    24.00     0.130    1.156 
0.9L    :  91.20
    303.5    6.5   38.4    8.664  14.5  -0.16e-3 28.4    199.2     0.619    0.827      0.00
   2190.0    7.2   34.8    189.0 0.142     123.5 5.46    12.00     0.130    1.198 
Critical:  97.54
    339.7    6.5   40.0    5.202  14.5  -0.09e-3 28.7    237.4     0.693    0.930      0.00
    769.6    5.1   37.5    189.0 0.149     125.6 5.16    12.00     0.130    1.215 
Transfer:  98.33
    344.5    6.5   40.0    4.956  14.5  -0.08e-3 28.7    243.8     0.711    1.760      0.00
    593.3    4.8   37.6    189.0 0.151     124.5 5.09    12.00     0.130    1.634 
Bearing : 100.67
    357.9    6.5   40.0    1.101   3.2   6.00e-3 50.0    372.1     2.247    4.224      0.00
      0.0    1.1   39.5     42.0 0.154      22.4 0.87    12.00     0.130    1.621 
 

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).
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
    357.9     10.08     40.01    1.11       39.46    24.00      0.300      2.609      0.336      4.224 
Transfer:      2.33
    344.5     10.18     40.01    4.82       37.61    24.00      0.300      2.643      0.356      1.760 
Critical:      3.12
    339.9     10.08     40.01    5.10       37.47    24.00      0.300      2.611      0.336      0.930 
0.1L    :      9.47
    303.5      9.68     38.44    7.20       34.84    24.00      0.300      2.476      0.256      0.827 
0.2L    :     19.60
    248.6      8.13     37.82    7.68       33.98    24.00      0.300      1.960      0.000      0.620 
0.3L    :     29.73
    194.9      6.19     38.86    7.69       35.01    24.00      0.300      1.312      0.000      0.496 
0.4L    :     39.87
    142.5      4.39     39.90    7.70       36.05    24.00      0.300      0.714      0.000      0.413 
0.5L    :     50.00
     91.4      2.82     39.90    7.70       36.05    24.00      0.300      0.189      0.000      0.413 
0.6L    :     60.13
    142.5      4.39     39.90    7.70       36.05    24.00      0.300      0.714      0.000      0.413 
0.7L    :     70.27
    194.9      6.19     38.86    7.69       35.01    24.00      0.300      1.312      0.000      0.496 
0.8L    :     80.40
    248.6      8.13     37.82    7.68       33.98    24.00      0.300      1.960      0.000      0.620 
0.9L    :     90.53
    303.5      9.68     38.44    7.20       34.84    24.00      0.300      2.476      0.256      0.827 
Critical:     96.88
    339.9     10.08     40.01    5.10       37.47    24.00      0.300      2.611      0.336      0.930 
Transfer:     97.67
    344.5     10.18     40.01    4.82       37.61    24.00      0.300      2.643      0.356      1.760 
Bearing :    100.00
    357.9     10.08     40.01    1.11       39.46    24.00      0.300      2.609      0.336      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.47 ft
Prestress      :       2.490  1.80      4.481  2.20      5.477
Self Wt.       :      -0.881  1.85     -1.630  2.40     -2.114
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          :       1.609            2.852            3.363
 
At 0.2 x L = 19.60 ft
Prestress      :       4.468  1.80      8.042  2.20      9.829
Self Wt.       :      -1.653  1.85     -3.058  2.40     -3.967
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          :       2.815            4.984            5.862
 
At 0.3 x L = 29.73 ft
Prestress      :       5.877  1.80     10.579  2.20     12.930
Self Wt.       :      -2.243  1.85     -4.149  2.40     -5.382
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          :       3.634            6.430            7.547
 
At 0.4 x L = 39.87 ft
Prestress      :       6.686  1.80     12.034  2.20     14.709
Self Wt.       :      -2.601  1.85     -4.812  2.40     -6.243
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          :       4.085            7.222            8.466
 
At 0.5 x L = 50.00 ft
Prestress      :       6.989  1.80     12.580  2.20     15.376
Self Wt.       :      -2.731  1.85     -5.053  2.40     -6.555
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          :       4.258            7.527            8.821
 
At 0.6 x L = 60.13 ft
Prestress      :       6.686  1.80     12.034  2.20     14.709
Self Wt.       :      -2.601  1.85     -4.812  2.40     -6.243
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          :       4.085            7.222            8.466
 
At 0.7 x L = 70.27 ft
Prestress      :       5.877  1.80     10.579  2.20     12.930
Self Wt.       :      -2.243  1.85     -4.149  2.40     -5.382
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          :       3.634            6.430            7.547
 
At 0.8 x L = 80.40 ft
Prestress      :       4.468  1.80      8.042  2.20      9.829
Self Wt.       :      -1.653  1.85     -3.058  2.40     -3.967
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          :       2.815            4.984            5.862
 
At 0.9 x L = 90.53 ft
Prestress      :       2.490  1.80      4.481  2.20      5.477
Self Wt.       :      -0.881  1.85     -1.630  2.40     -2.114
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          :       1.609            2.852            3.363
 

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
   583.9    35.6  6.119  258.0    5.7   4.82   4370.9  0.019T 1.00       -       -     -     -  
H/2     :   1.84
   463.8    35.6  5.120  259.8    4.8   4.06   3720.0  0.024T 1.00       -       -     -     -  
0.1L    :   9.47
  2190.0    36.5  9.342  252.5    8.5   7.20   6462.9  0.012T 1.00       -       -     -     -  
0.2L    :  19.60
  4007.5    37.8  9.982  251.9    9.0   7.68   7121.1  0.011T 1.00   5149.2  5149.2    1.38    -  
0.3L    :  29.73
  5280.3    38.9  9.982  252.4    9.0   7.69   7351.4  0.011T 1.00   5171.4  5171.4    1.42    -  
0.4L    :  39.87
  6042.0    39.9  9.982  252.8    9.1   7.70   7581.9  0.011T 1.00   5294.6  5294.6    1.43    -  
0.5L    :  50.00
  6273.4    39.9  9.982  252.8    9.1   7.70   7581.9  0.011T 1.00   5245.4  5245.4    1.45    -  
0.6L    :  60.13
  6042.0    39.9  9.982  252.8    9.1   7.70   7581.9  0.011T 1.00   5294.6  5294.6    1.43    -  
0.7L    :  70.27
  5280.3    38.9  9.982  252.4    9.0   7.69   7351.4  0.011T 1.00   5171.4  5171.4    1.42    -  
0.8L    :  80.40
  4007.5    37.8  9.982  251.9    9.0   7.68   7121.1  0.011T 1.00   5149.2  5149.2    1.38    -  
0.9L    :  90.53
  2190.0    36.5  9.342  252.5    8.5   7.20   6462.9  0.012T 1.00       -       -     -     -  
H/2     :  98.16
   463.8    35.6  5.120  259.8    4.8   4.06   3720.0  0.024T 1.00       -       -     -     -  
Transfer:  97.67
   583.9    35.6  6.119  258.0    5.7   4.82   4370.9  0.019T 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 1-23; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.112    0.511
        M   2.00 Fb     0.140   -0.201
 
  2   2 E  32.00 Ft     0.456    0.799
        M   8.00 Fb     0.079   -0.212
 
  3   2 E  30.00 Ft     0.769    1.055
        M   6.00 Fb     0.046   -0.197
 
  4   2 E  28.00 Ft     1.050    1.279
        M   4.00 Fb     0.041   -0.154
 
  5   2 E  26.00 Ft     1.298    1.472
        M   2.00 Fb     0.063   -0.084
 
  6   2 E   8.00 Ft     1.286    1.461
        M   8.00 Fb     0.309    0.158
 
  7   2 E   6.00 Ft     1.242    1.419
        M   6.00 Fb     0.582    0.427
 
  8   2 E   6.00 Ft     1.198    1.377
        M   6.00 Fb     0.856    0.696
 
  9   2 E   6.00 Ft     1.154    1.335
        M   6.00 Fb     1.129    0.965
 
 10   2 E   6.00 Ft     1.111    1.293
        M   6.00 Fb     1.403    1.234
 
 11   2 E   6.00 Ft     1.067    1.250
        M   6.00 Fb     1.676    1.503
 
 12   2 E   6.00 Ft     1.023    1.208
        M   6.00 Fb     1.950    1.772
 
 13   2 E   4.00 Ft     0.947    1.134
        M   4.00 Fb     2.251    2.068
 
 14   2 E   4.00 Ft     0.947    1.059
        M   4.00 Fb     2.251    2.365
 
 15   2 E   4.00 Ft     0.871    0.985
        M   4.00 Fb     2.552    2.662
 
 16   2 E   4.00 Ft     0.871    0.911
        M   4.00 Fb     2.552    2.959
 
 17   2 E   4.00 Ft     0.795    0.837
        M   4.00 Fb     2.853    3.255
 
 18   2 E   4.00 Ft     0.719    0.762
        M   4.00 Fb     3.154    3.551
 
 19   2 E   2.00 Ft     0.611    0.656
        M   2.00 Fb     3.483    3.875
 
 20   2 E   2.00 Ft     0.503    0.550
        M   2.00 Fb     3.811    4.198
 
 21   2 E   2.00 Ft     0.395    0.444
        M   2.00 Fb     4.140    4.521
 
 22   2 E   2.00 Ft     0.287    0.338
        M   2.00 Fb     4.469    4.844
 
 23   2 E   2.00 Ft     0.178    0.232
        M   2.00 Fb     4.797    5.168
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 101.33            Release Length, ft: 101.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  46
No. of strands, Draped:   8           No. of strands, Straight:  38
Concrete Strength, f'ci:   8.0  ksi        f'c:  10.0 ksi  f'ct   4.0 ksi
Initial losses: 10.43 %               Final losses: 15.16 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.141   0.1L/0.9L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.178       Trans
      Precast Top w/ reinf. (tension)      -0.679           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7581.92     6273.42     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      33.33 %               OK
      Max. Debond Total                    25.00 %       8.70 %               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   1.222     Midspan    1.800   0.291     Midspan
    Pre.Top:   6.000   3.973     Midspan    4.500   3.326     Midspan
    Pre.Bot:   6.000   3.710    Transfer    4.500   3.910    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.600   0.008     Bearing
    Pre.Bot:  -0.600  -0.255     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             4.000   2.071     Midspan
    Pre.Bot:                                                             4.000   1.816    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       6.989  1.80     12.580  2.20     15.376
Self Wt.       :      -2.731  1.85     -5.053  2.40     -6.555
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          :       4.258            7.527            8.821
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  39.12 ft
Type      : I-Girder                            Curb-to-curb       =  35.95 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   8.03/  8.03 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  =  96.360 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  100.00
     DC  Line       0.075      0.00       0.075  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    50.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.333 ft
Release length = 101.333 ft
Design  length = 100.000 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)  : 0.624   (Calculated)    
Live Moment (1  lane  loaded)  : 0.437   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.109   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.914   (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           1196.2 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           262618 in4#
Ht. of c.g.           =        17.14 in             28.06 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1453.6 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     9.47    19.60    29.73    39.87    50.00
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    640.4    671.0    664.6    674.8    674.8    674.8    674.8    674.8
  Yb      ,  in    17.03    16.64    16.72    16.52    16.46    16.39    16.32    16.32
  MI(Ixx) , in4   100568   102671   102224   103745   104602   105546   106578   106578
Composite: (At Final, using Ec =  5772.5 ksi )
  Area    , in2   1204.2   1232.1   1226.2   1235.5   1235.5   1235.5   1235.5   1235.5
  Yb      ,  in    27.93    27.49    27.59    27.41    27.37    27.34    27.31    27.31
  MI(Ixx) , in4   265533   275793   273633   278741   280416   282174   284015   284015

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.00  ksi   
  Elasticity         =     5362.7 ksi   
  Max comp           =       5.20 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.68 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:  46 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 40.53 ft from member end )
END PATTERN (Ycg = 8.52 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in
     2 @ 26.000 in     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.35 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 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
14      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
16      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 =   196.1 ksi
Total Strand Area     =    9.98 in2      Initial Pull          =     1957.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.192 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     13.990 ft
Holddown Force        =  16.770 kips     Beam Shrtng (PL/AE)   =      0.668 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)       
--------------------------------------------------------------------------------------
      4662.120         740 3449.969     16.464 66679.563   863.945     641.412        
 
 
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      2.2500    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.2500      3.7500    Yes
      2      US#5[M16]       60.00        0.62       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167     14.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.9167     28.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      28.9167     40.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      40.1667     61.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      61.1667     72.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      72.4167     86.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00      86.4167     96.9167    Yes
      2      US#5[M16]       60.00        0.62       8.00      96.9167     97.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      97.5833     99.0833    Yes
      2      US#6[M19]       60.00        0.88       6.00      99.0833     99.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      99.5833     99.9167     No
      2      US#6[M19]       60.00        0.88       4.00      99.9167    100.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00     100.2500    100.5833     No
      2      US#6[M19]       60.00        0.88       2.50     100.5833    100.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50     100.7917    101.0000     No
      2      US#6[M19]       60.00        0.88       2.50     101.0000    101.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50     101.2083    101.3333     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 101.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.9820 in2       Ycg =  4.35 in
         P_init    =     1957.6 kips  Ecc = 12.79 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.45 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.848 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.63 ksi    0.00 ksi
    due to Composite Loads                                 -2.63 ksi    0.00 ksi
    due to Live Loads                                      -6.75 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                         6.67 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        17.22 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.45 ksi  (10.43 %)             9.28 ksi ( 4.73 %)
Total Prestress Losses                                    29.73 ksi (15.16 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 166.4 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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    75.0    59.5   282.0   518.5   687.4   788.7   822.5
(Max)       V      32.9    31.4    31.7    26.7    20.0    13.3     6.7     0.0
DL-Prec.  : M       0.0    12.6    10.0    47.4    87.2   115.6   132.7   138.4
DC(Max)     V       5.5     5.3     5.3     4.5     3.4     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    90.7    72.0   340.9   626.9   831.1   953.7   994.5
Haunch (Max)V      39.8    37.9    38.3    32.2    24.2    16.1     8.1     0.0
Diaphragm : M       0.0     0.6     0.5     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    33.7    26.8   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.3    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    16.4    13.0    61.6   113.3   150.2   172.4   179.8
DW(Max)     V       7.2     6.9     6.9     5.8     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   167.8   133.3   627.5  1142.4  1495.2  1704.9  1760.8
            V     131.7   127.5   128.4   114.4    96.6    78.8    54.1    36.3
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   131.7   127.5   128.4   114.4    97.7    81.8    66.6    52.0
            M       0.0   173.2   137.8   627.5  1078.2  1368.9  1493.7  1464.7
Total     : M+      0.0   396.7   315.1  1488.7  2726.4  3596.2  4117.1  4278.5
            V     232.2   223.2   225.1   195.9   157.8   119.6    74.7    36.6
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   232.2   223.2   225.1   195.9   158.9   122.7    87.1    52.3
            M       0.0   402.1   319.7  1488.7  2662.2  3469.9  3905.9  3982.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   98.16   97.67  100.00
Self wt.  : M     788.7   687.4   518.5   282.0    59.5    75.0     0.0
(Max)       V       6.7    13.3    20.0    26.7    31.7    31.4    32.9
DL-Prec.  : M     132.7   115.6    87.2    47.4    10.0    12.6     0.0
DC(Max)     V       1.1     2.2     3.4     4.5     5.3     5.3     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     953.7   831.1   626.9   340.9    72.0    90.7     0.0
Haunch (Max)V       8.1    16.1    24.2    32.2    38.3    37.9    39.8
Diaphragm : M      10.0     7.4     4.9     2.4     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     354.8   309.2   233.2   126.8    26.8    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.3    14.1    14.8
DL-Comp   : M     172.4   150.2   113.3    61.6    13.0    16.4     0.0
DW(Max)     V       1.5     2.9     4.4     5.8     6.9     6.9     7.2
LL + I    : M+   1704.9  1495.2  1142.4   627.5   133.3   167.8     0.0
            V      54.1    78.8    96.6   114.4   128.4   127.5   131.7
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    66.6    81.8    97.7   114.4   128.4   127.5   131.7
            M    1493.7  1368.9  1078.2   627.5   137.8   173.2     0.0
Total     : M+   4117.1  3596.2  2726.4  1488.7   315.1   396.7     0.0
            V      74.7   119.6   157.8   195.9   225.1   223.2   232.2
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    87.1   122.7   158.9   195.9   225.1   223.2   232.2
            M    3905.9  3469.9  2662.2  1488.7   319.7   402.1     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               32.9             32.9
Deck+Haunch            39.8             39.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.5              5.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           36.0             36.0
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    75.0    59.5   282.0   518.5   687.4   788.7   822.5
(Max)       V      32.9    31.4    31.7    26.7    20.0    13.3     6.7     0.0
DL-Prec.  : M       0.0    12.6    10.0    47.4    87.2   115.6   132.7   138.4
DC(Max)     V       5.5     5.3     5.3     4.5     3.4     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    90.7    72.0   340.9   626.9   831.1   953.7   994.5
Haunch (Max)V      39.8    37.9    38.3    32.2    24.2    16.1     8.1     0.0
Diaphragm : M       0.0     0.6     0.5     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    33.7    26.8   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.3    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    16.4    13.0    61.6   113.3   150.2   172.4   179.8
DW(Max)     V       7.2     6.9     6.9     5.8     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   134.2   106.6   502.0   913.9  1196.1  1363.9  1408.7
            V     105.4   102.0   102.7    91.5    77.3    63.0    43.3    29.1
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   105.4   102.0   102.7    91.5    78.2    65.4    53.2    41.6
            M       0.0   138.5   110.3   502.0   862.6  1095.1  1194.9  1171.8
Total     : M+      0.0   363.2   288.5  1363.2  2497.9  3297.1  3776.1  3926.3
            V     205.8   197.7   199.4   173.0   138.4   103.9    63.9    29.3
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   205.8   197.7   199.4   173.0   139.4   106.3    73.8    41.9
            M       0.0   367.5   292.1  1363.2  2446.5  3196.1  3607.2  3689.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   98.16   97.67  100.00
Self wt.  : M     788.7   687.4   518.5   282.0    59.5    75.0     0.0
(Max)       V       6.7    13.3    20.0    26.7    31.7    31.4    32.9
DL-Prec.  : M     132.7   115.6    87.2    47.4    10.0    12.6     0.0
DC(Max)     V       1.1     2.2     3.4     4.5     5.3     5.3     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     953.7   831.1   626.9   340.9    72.0    90.7     0.0
Haunch (Max)V       8.1    16.1    24.2    32.2    38.3    37.9    39.8
Diaphragm : M      10.0     7.4     4.9     2.4     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     354.8   309.2   233.2   126.8    26.8    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.3    14.1    14.8
DL-Comp   : M     172.4   150.2   113.3    61.6    13.0    16.4     0.0
DW(Max)     V       1.5     2.9     4.4     5.8     6.9     6.9     7.2
LL + I    : M+   1363.9  1196.1   913.9   502.0   106.6   134.2     0.0
            V      43.3    63.0    77.3    91.5   102.7   102.0   105.4
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    53.2    65.4    78.2    91.5   102.7   102.0   105.4
            M    1194.9  1095.1   862.6   502.0   110.3   138.5     0.0
Total     : M+   3776.1  3297.1  2497.9  1363.2   288.5   363.2     0.0
            V      63.9   103.9   138.4   173.0   199.4   197.7   205.8
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    73.8   106.3   139.4   173.0   199.4   197.7   205.8
            M    3607.2  3196.1  2446.5  1363.2   292.1   367.5     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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    93.7    74.4   352.5   648.1   859.2   985.9  1028.2
(Max)       V      41.1    39.2    39.6    33.3    25.0    16.7     8.3     0.0
Self wt.  : M       0.0    67.5    53.6   253.8   466.6   618.7   709.9   740.3
(Min)       V      29.6    28.2    28.5    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0    15.8    12.5    59.3   109.0   144.5   165.8   172.9
DC(Max)     V       6.9     6.6     6.7     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0    11.4     9.0    42.7    78.5   104.1   119.4   124.5
DC(Min)     V       5.0     4.7     4.8     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   113.3    90.0   426.2   783.6  1038.9  1192.1  1243.1
Haunch (Max)V      49.7    47.4    47.9    40.3    30.2    20.2    10.1     0.0
Deck +    : M       0.0    81.6    64.8   306.8   564.2   748.0   858.3   895.1
Haunch (Min)V      35.8    34.1    34.5    29.0    21.8    14.5     7.3     0.0
Diaphragm : M       0.0     0.7     0.6     3.0     6.1     9.3    12.5    15.6
(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     2.1     4.4     6.7     9.0    11.2
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    42.2    33.5   158.6   291.5   386.5   443.5   462.5
DC(Max)     V      18.5    17.6    17.8    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    30.4    24.1   114.2   209.9   278.3   319.3   333.0
DC(Min)     V      13.3    12.7    12.8    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    24.6    19.5    92.4   170.0   225.3   258.6   269.6
DW(Max)     V      10.8    10.3    10.4     8.7     6.6     4.4     2.2     0.0
DL-Comp   : M       0.0    10.7     8.5    40.1    73.6    97.6   112.0   116.8
DW(Min)     V       4.7     4.5     4.5     3.8     2.8     1.9     0.9     0.0
LL + I    : M+      0.0   293.7   233.3  1098.1  1999.2  2616.5  2983.6  3081.4
            V     230.5   223.0   224.6   200.2   169.0   137.9    94.7    63.6
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   230.5   223.0   224.6   200.2   171.0   143.1   116.5    91.1
            M       0.0   303.1   241.2  1098.1  1886.8  2395.6  2613.9  2563.3
Total     : M+      0.0   583.9   463.8  2190.0  4007.5  5280.3  6042.0  6273.4
            V     357.9   344.5   347.3   303.5   246.6   189.7   120.8    63.9
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   357.9   344.5   347.3   303.5   248.6   194.9   142.5    91.4
            M       0.0   593.3   471.8  2190.0  3895.2  5059.4  5672.3  5755.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   98.16   97.67  100.00
Self wt.  : M     985.9   859.2   648.1   352.5    74.4    93.7     0.0
(Max)       V       8.3    16.7    25.0    33.3    39.6    39.2    41.1
Self wt.  : M     709.9   618.7   466.6   253.8    53.6    67.5     0.0
(Min)       V       6.0    12.0    18.0    24.0    28.5    28.2    29.6
DL-Prec.  : M     165.8   144.5   109.0    59.3    12.5    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.7     6.6     6.9
DL-Prec.  : M     119.4   104.1    78.5    42.7     9.0    11.4     0.0
DC(Min)     V       1.0     2.0     3.0     4.0     4.8     4.7     5.0
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    1192.1  1038.9   783.6   426.2    90.0   113.3     0.0
Haunch (Max)V      10.1    20.2    30.2    40.3    47.9    47.4    49.7
Deck +    : M     858.3   748.0   564.2   306.8    64.8    81.6     0.0
Haunch (Min)V       7.3    14.5    21.8    29.0    34.5    34.1    35.8
Diaphragm : M      12.5     9.3     6.1     3.0     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.0     6.7     4.4     2.1     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     443.5   386.5   291.5   158.6    33.5    42.2     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.8    17.6    18.5
DL-Comp   : M     319.3   278.3   209.9   114.2    24.1    30.4     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.8    12.7    13.3
DL-Comp   : M     258.6   225.3   170.0    92.4    19.5    24.6     0.0
DW(Max)     V       2.2     4.4     6.6     8.7    10.4    10.3    10.8
DL-Comp   : M     112.0    97.6    73.6    40.1     8.5    10.7     0.0
DW(Min)     V       0.9     1.9     2.8     3.8     4.5     4.5     4.7
LL + I    : M+   2983.6  2616.5  1999.2  1098.1   233.3   293.7     0.0
            V      94.7   137.9   169.0   200.2   224.6   223.0   230.5
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   116.5   143.1   171.0   200.2   224.6   223.0   230.5
            M    2613.9  2395.6  1886.8  1098.1   241.2   303.1     0.0
Total     : M+   6042.0  5280.3  4007.5  2190.0   463.8   583.9     0.0
            V     120.8   189.7   246.6   303.5   347.3   344.5   357.9
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   142.5   194.9   248.6   303.5   347.3   344.5   357.9
            M    5672.3  5059.4  3895.2  2190.0   471.8   593.3     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.1             41.1
Deck+Haunch            49.7             49.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.9              6.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           53.9             53.9
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    75.0    59.5   282.0   518.5   687.4   788.7   822.5
(Max)       V      32.9    31.4    31.7    26.7    20.0    13.3     6.7     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    12.6    10.0    47.4    87.2   115.6   132.7   138.4
DC(Max)     V       5.5     5.3     5.3     4.5     3.4     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    90.7    72.0   340.9   626.9   831.1   953.7   994.5
Haunch (Max)V      39.8    37.9    38.3    32.2    24.2    16.1     8.1     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     2.4     4.9     7.4    10.0    12.5
(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    33.7    26.8   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.3    12.0     9.0     6.0     3.0     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    16.4    13.0    61.6   113.3   150.2   172.4   179.8
DW(Max)     V       7.2     6.9     6.9     5.8     4.4     2.9     1.5     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   116.5    92.6   430.3   766.8   999.7  1119.9  1111.7
            V     108.3   105.0   105.7    95.0    81.8    62.4    49.1    35.9
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   108.3   105.0   105.7    95.0    81.8    68.5    55.3    42.1
            M       0.0   116.5    92.6   430.3   766.8   974.9  1054.7  1006.2
Total     : M+      0.0   345.4   274.4  1291.5  2350.8  3100.6  3532.1  3629.4
            V     208.7   200.8   202.4   176.5   143.0   103.2    69.7    36.1
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   208.7   200.8   202.4   176.5   143.0   109.4    75.9    42.3
            M       0.0   345.4   274.4  1291.5  2350.8  3075.9  3467.0  3523.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   98.16   97.67  100.00
Self wt.  : M     788.7   687.4   518.5   282.0    59.5    75.0     0.0
(Max)       V       6.7    13.3    20.0    26.7    31.7    31.4    32.9
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     132.7   115.6    87.2    47.4    10.0    12.6     0.0
DC(Max)     V       1.1     2.2     3.4     4.5     5.3     5.3     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     953.7   831.1   626.9   340.9    72.0    90.7     0.0
Haunch (Max)V       8.1    16.1    24.2    32.2    38.3    37.9    39.8
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      10.0     7.4     4.9     2.4     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     354.8   309.2   233.2   126.8    26.8    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.3    14.1    14.8
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     172.4   150.2   113.3    61.6    13.0    16.4     0.0
DW(Max)     V       1.5     2.9     4.4     5.8     6.9     6.9     7.2
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+   1119.9   999.7   766.8   430.3    92.6   116.5     0.0
            V      49.1    62.4    81.8    95.0   105.7   105.0   108.3
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    55.3    68.5    81.8    95.0   105.7   105.0   108.3
            M    1054.7   974.9   766.8   430.3    92.6   116.5     0.0
Total     : M+   3532.1  3100.6  2350.8  1291.5   274.4   345.4     0.0
            V      69.7   103.2   143.0   176.5   202.4   200.8   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    75.9   109.4   143.0   176.5   202.4   200.8   208.7
            M    3467.0  3075.9  2350.8  1291.5   274.4   345.4     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.220   0.685   1.212   1.582   1.796   1.871 
Bottom        -0.189  -0.581  -1.021  -1.322  -1.490  -1.552 
 
Prestress
Precast-top   -0.041  -0.424  -0.765  -1.099  -1.427  -1.427 
Bottom         4.986   5.722   5.988   6.245   6.492   6.492 
 
Total
Precast-top    0.178   0.261   0.447   0.482   0.369   0.444 
Bottom         4.798   5.141   4.968   4.923   5.002   4.940 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.40 %)
             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    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top    0.008  -0.036  -0.018  -0.367  -0.662  -0.952  -1.236  -1.236
Bottom         1.011   4.318   3.653   4.955   5.186   5.408   5.622   5.622
 
Self wt.
Precast-top   -0.000   0.170   0.135   0.635   1.162   1.533   1.747   1.822
Bottom        -0.000  -0.146  -0.117  -0.539  -0.979  -1.281  -1.450  -1.512
 
DL-Prec (DC)
Precast-top   -0.000   0.029   0.023   0.107   0.196   0.258   0.294   0.307
Bottom        -0.000  -0.025  -0.020  -0.091  -0.165  -0.215  -0.244  -0.254
 
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   0.005   0.011   0.017   0.022   0.028
Bottom        -0.000  -0.001  -0.001  -0.005  -0.009  -0.014  -0.018  -0.023
 
Deck + Haunch
Precast-top   -0.000   0.205   0.163   0.768   1.405   1.853   2.113   2.203
Bottom        -0.000  -0.176  -0.141  -0.652  -1.184  -1.549  -1.753  -1.828
 
DL-Comp (DC)
Topping-top   -0.000   0.018   0.014   0.068   0.124   0.164   0.188   0.196
Precast-top   -0.000   0.012   0.010   0.047   0.086   0.114   0.130   0.136
Bottom        -0.000  -0.040  -0.032  -0.150  -0.273  -0.360  -0.409  -0.427
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.033   0.060   0.080   0.091   0.095
Precast-top   -0.000   0.006   0.005   0.023   0.042   0.055   0.063   0.066
Bottom        -0.000  -0.020  -0.016  -0.073  -0.133  -0.175  -0.199  -0.207
 
LL+I(+)
Topping-top   -0.000   0.090   0.072   0.336   0.610   0.795   0.902   0.932
Precast-top   -0.000   0.062   0.049   0.232   0.422   0.551   0.626   0.647
Bottom        -0.000  -0.201  -0.161  -0.740  -1.338  -1.738  -1.967  -2.032
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.117   0.093   0.437   0.795   1.039   1.181   1.222 
Precast-top    0.008   0.449   0.367   1.451   2.662   3.428   3.760   3.973 
Bottom         1.011   3.710   3.165   2.706   1.105   0.076  -0.418  -0.661 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.027   0.021   0.101   0.185   0.244   0.279   0.291 
Precast-top    0.008   0.387   0.318   1.218   2.240   2.877   3.134   3.326 
Bottom         1.011   3.910   3.326   3.447   2.443   1.815   1.549   1.371 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.220   0.685   1.212   1.582   1.796   1.871 
Bottom        -0.189  -0.581  -1.021  -1.322  -1.490  -1.552 
 
Prestress
Precast-top   -0.041  -0.424  -0.765  -1.099  -1.427  -1.427 
Bottom         4.986   5.722   5.988   6.245   6.492   6.492 
 
Total
Precast-top    0.178   0.261   0.447   0.482   0.369   0.444 
Bottom         4.798   5.141   4.968   4.923   5.002   4.940 
 
As_top  , in2  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 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.40 %)
             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    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top    0.008  -0.036  -0.018  -0.367  -0.662  -0.952  -1.236  -1.236
Bottom         1.011   4.318   3.653   4.955   5.186   5.408   5.622   5.622
 
Self wt.
Precast-top   -0.000   0.170   0.135   0.635   1.162   1.533   1.747   1.822
Bottom        -0.000  -0.146  -0.117  -0.539  -0.979  -1.281  -1.450  -1.512
 
DL-Prec (DC)
Precast-top   -0.000   0.029   0.023   0.107   0.196   0.258   0.294   0.307
Bottom        -0.000  -0.025  -0.020  -0.091  -0.165  -0.215  -0.244  -0.254
 
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   0.005   0.011   0.017   0.022   0.028
Bottom        -0.000  -0.001  -0.001  -0.005  -0.009  -0.014  -0.018  -0.023
 
Deck + Haunch
Precast-top   -0.000   0.205   0.163   0.768   1.405   1.853   2.113   2.203
Bottom        -0.000  -0.176  -0.141  -0.652  -1.184  -1.549  -1.753  -1.828
 
DL-Comp (DC)
Topping-top   -0.000   0.018   0.014   0.068   0.124   0.164   0.188   0.196
Precast-top   -0.000   0.012   0.010   0.047   0.086   0.114   0.130   0.136
Bottom        -0.000  -0.040  -0.032  -0.150  -0.273  -0.360  -0.409  -0.427
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.033   0.060   0.080   0.091   0.095
Precast-top   -0.000   0.006   0.005   0.023   0.042   0.055   0.063   0.066
Bottom        -0.000  -0.020  -0.016  -0.073  -0.133  -0.175  -0.199  -0.207
 
LL+I(+)
Topping-top   -0.000   0.072   0.058   0.269   0.488   0.636   0.722   0.745
Precast-top   -0.000   0.050   0.039   0.186   0.337   0.441   0.501   0.517
Bottom        -0.000  -0.161  -0.129  -0.592  -1.071  -1.391  -1.574  -1.625
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.099   0.079   0.370   0.673   0.880   1.001   1.036 
Precast-top    0.008   0.437   0.358   1.404   2.577   3.317   3.635   3.843 
Bottom         1.011   3.750   3.197   2.855   1.373   0.424  -0.025  -0.255 
 

 
 
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    9.47   19.60   29.73   39.87   50.00
F_LL+I(+)
Topping-top   -0.000   0.063   0.050   0.231   0.409   0.531   0.592   0.588
Precast-top   -0.000   0.043   0.034   0.159   0.283   0.368   0.411   0.408
Bottom        -0.000  -0.139  -0.112  -0.508  -0.898  -1.162  -1.292  -1.283
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.076   0.061   0.281   0.502   0.653   0.732   0.734 
Precast-top    0.004   0.237   0.193   0.768   1.403   1.807   1.978   2.071 
Bottom         0.506   1.816   1.551   1.216   0.323  -0.255  -0.518  -0.597 
 

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
    357.9    6.5   40.0    1.101   3.2   6.00e-3 50.0    372.1     2.247    4.224      0.00
      0.0    1.1   39.5     42.0 0.154      22.4 0.87    12.00     0.130    1.621 
Transfer:   3.00
    344.5    6.5   40.0    4.956  14.5  -0.08e-3 28.7    243.8     0.711    1.760      0.00
    593.3    4.8   37.6    189.0 0.151     124.5 5.09    12.00     0.130    1.634 
Critical:   3.79
    339.7    6.5   40.0    5.202  14.5  -0.09e-3 28.7    237.4     0.693    0.930      0.00
    769.6    5.1   37.5    189.0 0.149     125.6 5.16    12.00     0.130    1.215 
0.1L    :  10.13
    303.5    6.5   38.4    8.664  14.5  -0.16e-3 28.4    199.2     0.619    0.827      0.00
   2190.0    7.2   34.8    189.0 0.142     123.5 5.46    12.00     0.130    1.198 
0.2L    :  20.27
    248.6    6.5   37.8    9.982  14.5  -0.07e-3 28.7    149.2     0.481    0.620      0.00
   3895.2    7.7   34.0    189.0 0.118     112.4 5.08    24.00     0.130    1.156 
0.3L    :  30.40
    194.9    6.5   38.9    9.982  14.5   0.10e-3 29.3    100.3     0.322    0.496      0.00
   5059.4    7.7   35.0    189.0 0.089     101.7 4.47    24.00     0.130    1.250 
0.4L    :  40.53
    142.5    6.5   39.9    9.982   0.0   0.51e-3 30.8     76.9     0.254    0.413      0.00
   5672.3    7.7   36.1    189.0 0.068      81.5 3.48    24.00     0.130    1.305 
0.5L    :  50.67
     91.4    6.5   39.9    9.982   0.0   0.42e-3 30.5     16.2     0.130    0.413      0.00
   5755.3    7.7   36.1    189.0 0.043      85.3 3.64    24.00     0.130    2.087 
0.6L    :  60.80
    142.5    6.5   39.9    9.982   0.0   0.51e-3 30.8     76.9     0.254    0.413      0.00
   5672.3    7.7   36.1    189.0 0.068      81.5 3.48    24.00     0.130    1.305 
0.7L    :  70.93
    194.9    6.5   38.9    9.982  14.5   0.10e-3 29.3    100.3     0.322    0.496      0.00
   5059.4    7.7   35.0    189.0 0.089     101.7 4.47    24.00     0.130    1.250 
0.8L    :  81.07
    248.6    6.5   37.8    9.982  14.5  -0.07e-3 28.7    149.2     0.481    0.620      0.00
   3895.2    7.7   34.0    189.0 0.118     112.4 5.08    24.00     0.130    1.156 
0.9L    :  91.20
    303.5    6.5   38.4    8.664  14.5  -0.16e-3 28.4    199.2     0.619    0.827      0.00
   2190.0    7.2   34.8    189.0 0.142     123.5 5.46    12.00     0.130    1.198 
Critical:  97.54
    339.7    6.5   40.0    5.202  14.5  -0.09e-3 28.7    237.4     0.693    0.930      0.00
    769.6    5.1   37.5    189.0 0.149     125.6 5.16    12.00     0.130    1.215 
Transfer:  98.33
    344.5    6.5   40.0    4.956  14.5  -0.08e-3 28.7    243.8     0.711    1.760      0.00
    593.3    4.8   37.6    189.0 0.151     124.5 5.09    12.00     0.130    1.634 
Bearing : 100.67
    357.9    6.5   40.0    1.101   3.2   6.00e-3 50.0    372.1     2.247    4.224      0.00
      0.0    1.1   39.5     42.0 0.154      22.4 0.87    12.00     0.130    1.621 
 

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).
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
    357.9     10.08     40.01    1.11       39.46    24.00      0.300      2.609      0.336      4.224 
Transfer:      2.33
    344.5     10.18     40.01    4.82       37.61    24.00      0.300      2.643      0.356      1.760 
Critical:      3.12
    339.9     10.08     40.01    5.10       37.47    24.00      0.300      2.611      0.336      0.930 
0.1L    :      9.47
    303.5      9.68     38.44    7.20       34.84    24.00      0.300      2.476      0.256      0.827 
0.2L    :     19.60
    248.6      8.13     37.82    7.68       33.98    24.00      0.300      1.960      0.000      0.620 
0.3L    :     29.73
    194.9      6.19     38.86    7.69       35.01    24.00      0.300      1.312      0.000      0.496 
0.4L    :     39.87
    142.5      4.39     39.90    7.70       36.05    24.00      0.300      0.714      0.000      0.413 
0.5L    :     50.00
     91.4      2.82     39.90    7.70       36.05    24.00      0.300      0.189      0.000      0.413 
0.6L    :     60.13
    142.5      4.39     39.90    7.70       36.05    24.00      0.300      0.714      0.000      0.413 
0.7L    :     70.27
    194.9      6.19     38.86    7.69       35.01    24.00      0.300      1.312      0.000      0.496 
0.8L    :     80.40
    248.6      8.13     37.82    7.68       33.98    24.00      0.300      1.960      0.000      0.620 
0.9L    :     90.53
    303.5      9.68     38.44    7.20       34.84    24.00      0.300      2.476      0.256      0.827 
Critical:     96.88
    339.9     10.08     40.01    5.10       37.47    24.00      0.300      2.611      0.336      0.930 
Transfer:     97.67
    344.5     10.18     40.01    4.82       37.61    24.00      0.300      2.643      0.356      1.760 
Bearing :    100.00
    357.9     10.08     40.01    1.11       39.46    24.00      0.300      2.609      0.336      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.47 ft
Prestress      :       2.490  1.80      4.481  2.20      5.477
Self Wt.       :      -0.881  1.85     -1.630  2.40     -2.114
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          :       1.609            2.852            3.363
 
At 0.2 x L = 19.60 ft
Prestress      :       4.468  1.80      8.042  2.20      9.829
Self Wt.       :      -1.653  1.85     -3.058  2.40     -3.967
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          :       2.815            4.984            5.862
 
At 0.3 x L = 29.73 ft
Prestress      :       5.877  1.80     10.579  2.20     12.930
Self Wt.       :      -2.243  1.85     -4.149  2.40     -5.382
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          :       3.634            6.430            7.547
 
At 0.4 x L = 39.87 ft
Prestress      :       6.686  1.80     12.034  2.20     14.709
Self Wt.       :      -2.601  1.85     -4.812  2.40     -6.243
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          :       4.085            7.222            8.466
 
At 0.5 x L = 50.00 ft
Prestress      :       6.989  1.80     12.580  2.20     15.376
Self Wt.       :      -2.731  1.85     -5.053  2.40     -6.555
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          :       4.258            7.527            8.821
 
At 0.6 x L = 60.13 ft
Prestress      :       6.686  1.80     12.034  2.20     14.709
Self Wt.       :      -2.601  1.85     -4.812  2.40     -6.243
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          :       4.085            7.222            8.466
 
At 0.7 x L = 70.27 ft
Prestress      :       5.877  1.80     10.579  2.20     12.930
Self Wt.       :      -2.243  1.85     -4.149  2.40     -5.382
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          :       3.634            6.430            7.547
 
At 0.8 x L = 80.40 ft
Prestress      :       4.468  1.80      8.042  2.20      9.829
Self Wt.       :      -1.653  1.85     -3.058  2.40     -3.967
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          :       2.815            4.984            5.862
 
At 0.9 x L = 90.53 ft
Prestress      :       2.490  1.80      4.481  2.20      5.477
Self Wt.       :      -0.881  1.85     -1.630  2.40     -2.114
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          :       1.609            2.852            3.363
 

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
   583.9    35.6  6.119  258.0    5.7   4.82   4370.9  0.019T 1.00       -       -     -     -  
H/2     :   1.84
   463.8    35.6  5.120  259.8    4.8   4.06   3720.0  0.024T 1.00       -       -     -     -  
0.1L    :   9.47
  2190.0    36.5  9.342  252.5    8.5   7.20   6462.9  0.012T 1.00       -       -     -     -  
0.2L    :  19.60
  4007.5    37.8  9.982  251.9    9.0   7.68   7121.1  0.011T 1.00   5149.2  5149.2    1.38    -  
0.3L    :  29.73
  5280.3    38.9  9.982  252.4    9.0   7.69   7351.4  0.011T 1.00   5171.4  5171.4    1.42    -  
0.4L    :  39.87
  6042.0    39.9  9.982  252.8    9.1   7.70   7581.9  0.011T 1.00   5294.6  5294.6    1.43    -  
0.5L    :  50.00
  6273.4    39.9  9.982  252.8    9.1   7.70   7581.9  0.011T 1.00   5245.4  5245.4    1.45    -  
0.6L    :  60.13
  6042.0    39.9  9.982  252.8    9.1   7.70   7581.9  0.011T 1.00   5294.6  5294.6    1.43    -  
0.7L    :  70.27
  5280.3    38.9  9.982  252.4    9.0   7.69   7351.4  0.011T 1.00   5171.4  5171.4    1.42    -  
0.8L    :  80.40
  4007.5    37.8  9.982  251.9    9.0   7.68   7121.1  0.011T 1.00   5149.2  5149.2    1.38    -  
0.9L    :  90.53
  2190.0    36.5  9.342  252.5    8.5   7.20   6462.9  0.012T 1.00       -       -     -     -  
H/2     :  98.16
   463.8    35.6  5.120  259.8    4.8   4.06   3720.0  0.024T 1.00       -       -     -     -  
Transfer:  97.67
   583.9    35.6  6.119  258.0    5.7   4.82   4370.9  0.019T 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 1-23; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.112    0.511
        M   2.00 Fb     0.140   -0.201
 
  2   2 E  32.00 Ft     0.456    0.799
        M   8.00 Fb     0.079   -0.212
 
  3   2 E  30.00 Ft     0.769    1.055
        M   6.00 Fb     0.046   -0.197
 
  4   2 E  28.00 Ft     1.050    1.279
        M   4.00 Fb     0.041   -0.154
 
  5   2 E  26.00 Ft     1.298    1.472
        M   2.00 Fb     0.063   -0.084
 
  6   2 E   8.00 Ft     1.286    1.461
        M   8.00 Fb     0.309    0.158
 
  7   2 E   6.00 Ft     1.242    1.419
        M   6.00 Fb     0.582    0.427
 
  8   2 E   6.00 Ft     1.198    1.377
        M   6.00 Fb     0.856    0.696
 
  9   2 E   6.00 Ft     1.154    1.335
        M   6.00 Fb     1.129    0.965
 
 10   2 E   6.00 Ft     1.111    1.293
        M   6.00 Fb     1.403    1.234
 
 11   2 E   6.00 Ft     1.067    1.250
        M   6.00 Fb     1.676    1.503
 
 12   2 E   6.00 Ft     1.023    1.208
        M   6.00 Fb     1.950    1.772
 
 13   2 E   4.00 Ft     0.947    1.134
        M   4.00 Fb     2.251    2.068
 
 14   2 E   4.00 Ft     0.947    1.059
        M   4.00 Fb     2.251    2.365
 
 15   2 E   4.00 Ft     0.871    0.985
        M   4.00 Fb     2.552    2.662
 
 16   2 E   4.00 Ft     0.871    0.911
        M   4.00 Fb     2.552    2.959
 
 17   2 E   4.00 Ft     0.795    0.837
        M   4.00 Fb     2.853    3.255
 
 18   2 E   4.00 Ft     0.719    0.762
        M   4.00 Fb     3.154    3.551
 
 19   2 E   2.00 Ft     0.611    0.656
        M   2.00 Fb     3.483    3.875
 
 20   2 E   2.00 Ft     0.503    0.550
        M   2.00 Fb     3.811    4.198
 
 21   2 E   2.00 Ft     0.395    0.444
        M   2.00 Fb     4.140    4.521
 
 22   2 E   2.00 Ft     0.287    0.338
        M   2.00 Fb     4.469    4.844
 
 23   2 E   2.00 Ft     0.178    0.232
        M   2.00 Fb     4.797    5.168
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 101.33            Release Length, ft: 101.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  46
No. of strands, Draped:   8           No. of strands, Straight:  38
Concrete Strength, f'ci:   8.0  ksi        f'c:  10.0 ksi  f'ct   4.0 ksi
Initial losses: 10.43 %               Final losses: 15.16 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.141   0.1L/0.9L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.178       Trans
      Precast Top w/ reinf. (tension)      -0.679           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7581.92     6273.42     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      33.33 %               OK
      Max. Debond Total                    25.00 %       8.70 %               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   1.222     Midspan    1.800   0.291     Midspan
    Pre.Top:   6.000   3.973     Midspan    4.500   3.326     Midspan
    Pre.Bot:   6.000   3.710    Transfer    4.500   3.910    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.600   0.008     Bearing
    Pre.Bot:  -0.600  -0.255     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             4.000   2.071     Midspan
    Pre.Bot:                                                             4.000   1.816    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       6.989  1.80     12.580  2.20     15.376
Self Wt.       :      -2.731  1.85     -5.053  2.40     -6.555
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          :       4.258            7.527            8.821
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  39.12 ft
Type      : I-Girder                            Curb-to-curb       =  35.95 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   8.03/  8.03 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  =  96.360 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  100.00
     DC  Line       0.075      0.00       0.075  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    50.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.333 ft
Release length = 101.333 ft
Design  length = 100.000 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)  : 0.624   (Calculated)    
Live Moment (1  lane  loaded)  : 0.437   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.109   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.914   (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           1196.2 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           262618 in4#
Ht. of c.g.           =        17.14 in             28.06 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1453.6 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     9.47    19.60    29.73    39.87    50.00
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    640.4    671.0    664.6    674.8    674.8    674.8    674.8    674.8
  Yb      ,  in    17.03    16.64    16.72    16.52    16.46    16.39    16.32    16.32
  MI(Ixx) , in4   100568   102671   102224   103745   104602   105546   106578   106578
Composite: (At Final, using Ec =  5772.5 ksi )
  Area    , in2   1204.2   1232.1   1226.2   1235.5   1235.5   1235.5   1235.5   1235.5
  Yb      ,  in    27.93    27.49    27.59    27.41    27.37    27.34    27.31    27.31
  MI(Ixx) , in4   265533   275793   273633   278741   280416   282174   284015   284015

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.00  ksi   
  Elasticity         =     5362.7 ksi   
  Max comp           =       5.20 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.68 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:  46 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 40.53 ft from member end )
END PATTERN (Ycg = 8.52 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in
     2 @ 26.000 in     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.35 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 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
14      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
16      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 =   196.1 ksi
Total Strand Area     =    9.98 in2      Initial Pull          =     1957.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.192 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     13.990 ft
Holddown Force        =  16.770 kips     Beam Shrtng (PL/AE)   =      0.668 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)       
--------------------------------------------------------------------------------------
      4662.120         740 3449.969     16.464 66679.563   863.945     641.412        
 
 
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      2.2500    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.2500      3.7500    Yes
      2      US#5[M16]       60.00        0.62       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167     14.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.9167     28.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      28.9167     40.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      40.1667     61.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      61.1667     72.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      72.4167     86.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00      86.4167     96.9167    Yes
      2      US#5[M16]       60.00        0.62       8.00      96.9167     97.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      97.5833     99.0833    Yes
      2      US#6[M19]       60.00        0.88       6.00      99.0833     99.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      99.5833     99.9167     No
      2      US#6[M19]       60.00        0.88       4.00      99.9167    100.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00     100.2500    100.5833     No
      2      US#6[M19]       60.00        0.88       2.50     100.5833    100.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50     100.7917    101.0000     No
      2      US#6[M19]       60.00        0.88       2.50     101.0000    101.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50     101.2083    101.3333     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 101.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.9820 in2       Ycg =  4.35 in
         P_init    =     1957.6 kips  Ecc = 12.79 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.45 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.848 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.63 ksi    0.00 ksi
    due to Composite Loads                                 -2.63 ksi    0.00 ksi
    due to Live Loads                                      -6.75 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                         6.67 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        17.22 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.45 ksi  (10.43 %)             9.28 ksi ( 4.73 %)
Total Prestress Losses                                    29.73 ksi (15.16 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 166.4 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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    75.0    59.5   282.0   518.5   687.4   788.7   822.5
(Max)       V      32.9    31.4    31.7    26.7    20.0    13.3     6.7     0.0
DL-Prec.  : M       0.0    12.6    10.0    47.4    87.2   115.6   132.7   138.4
DC(Max)     V       5.5     5.3     5.3     4.5     3.4     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    90.7    72.0   340.9   626.9   831.1   953.7   994.5
Haunch (Max)V      39.8    37.9    38.3    32.2    24.2    16.1     8.1     0.0
Diaphragm : M       0.0     0.6     0.5     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    33.7    26.8   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.3    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    16.4    13.0    61.6   113.3   150.2   172.4   179.8
DW(Max)     V       7.2     6.9     6.9     5.8     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   167.8   133.3   627.5  1142.4  1495.2  1704.9  1760.8
            V     131.7   127.5   128.4   114.4    96.6    78.8    54.1    36.3
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   131.7   127.5   128.4   114.4    97.7    81.8    66.6    52.0
            M       0.0   173.2   137.8   627.5  1078.2  1368.9  1493.7  1464.7
Total     : M+      0.0   396.7   315.1  1488.7  2726.4  3596.2  4117.1  4278.5
            V     232.2   223.2   225.1   195.9   157.8   119.6    74.7    36.6
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   232.2   223.2   225.1   195.9   158.9   122.7    87.1    52.3
            M       0.0   402.1   319.7  1488.7  2662.2  3469.9  3905.9  3982.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   98.16   97.67  100.00
Self wt.  : M     788.7   687.4   518.5   282.0    59.5    75.0     0.0
(Max)       V       6.7    13.3    20.0    26.7    31.7    31.4    32.9
DL-Prec.  : M     132.7   115.6    87.2    47.4    10.0    12.6     0.0
DC(Max)     V       1.1     2.2     3.4     4.5     5.3     5.3     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     953.7   831.1   626.9   340.9    72.0    90.7     0.0
Haunch (Max)V       8.1    16.1    24.2    32.2    38.3    37.9    39.8
Diaphragm : M      10.0     7.4     4.9     2.4     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     354.8   309.2   233.2   126.8    26.8    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.3    14.1    14.8
DL-Comp   : M     172.4   150.2   113.3    61.6    13.0    16.4     0.0
DW(Max)     V       1.5     2.9     4.4     5.8     6.9     6.9     7.2
LL + I    : M+   1704.9  1495.2  1142.4   627.5   133.3   167.8     0.0
            V      54.1    78.8    96.6   114.4   128.4   127.5   131.7
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    66.6    81.8    97.7   114.4   128.4   127.5   131.7
            M    1493.7  1368.9  1078.2   627.5   137.8   173.2     0.0
Total     : M+   4117.1  3596.2  2726.4  1488.7   315.1   396.7     0.0
            V      74.7   119.6   157.8   195.9   225.1   223.2   232.2
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    87.1   122.7   158.9   195.9   225.1   223.2   232.2
            M    3905.9  3469.9  2662.2  1488.7   319.7   402.1     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               32.9             32.9
Deck+Haunch            39.8             39.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.5              5.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           36.0             36.0
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    75.0    59.5   282.0   518.5   687.4   788.7   822.5
(Max)       V      32.9    31.4    31.7    26.7    20.0    13.3     6.7     0.0
DL-Prec.  : M       0.0    12.6    10.0    47.4    87.2   115.6   132.7   138.4
DC(Max)     V       5.5     5.3     5.3     4.5     3.4     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    90.7    72.0   340.9   626.9   831.1   953.7   994.5
Haunch (Max)V      39.8    37.9    38.3    32.2    24.2    16.1     8.1     0.0
Diaphragm : M       0.0     0.6     0.5     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    33.7    26.8   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.3    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    16.4    13.0    61.6   113.3   150.2   172.4   179.8
DW(Max)     V       7.2     6.9     6.9     5.8     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   134.2   106.6   502.0   913.9  1196.1  1363.9  1408.7
            V     105.4   102.0   102.7    91.5    77.3    63.0    43.3    29.1
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   105.4   102.0   102.7    91.5    78.2    65.4    53.2    41.6
            M       0.0   138.5   110.3   502.0   862.6  1095.1  1194.9  1171.8
Total     : M+      0.0   363.2   288.5  1363.2  2497.9  3297.1  3776.1  3926.3
            V     205.8   197.7   199.4   173.0   138.4   103.9    63.9    29.3
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   205.8   197.7   199.4   173.0   139.4   106.3    73.8    41.9
            M       0.0   367.5   292.1  1363.2  2446.5  3196.1  3607.2  3689.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   98.16   97.67  100.00
Self wt.  : M     788.7   687.4   518.5   282.0    59.5    75.0     0.0
(Max)       V       6.7    13.3    20.0    26.7    31.7    31.4    32.9
DL-Prec.  : M     132.7   115.6    87.2    47.4    10.0    12.6     0.0
DC(Max)     V       1.1     2.2     3.4     4.5     5.3     5.3     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     953.7   831.1   626.9   340.9    72.0    90.7     0.0
Haunch (Max)V       8.1    16.1    24.2    32.2    38.3    37.9    39.8
Diaphragm : M      10.0     7.4     4.9     2.4     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     354.8   309.2   233.2   126.8    26.8    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.3    14.1    14.8
DL-Comp   : M     172.4   150.2   113.3    61.6    13.0    16.4     0.0
DW(Max)     V       1.5     2.9     4.4     5.8     6.9     6.9     7.2
LL + I    : M+   1363.9  1196.1   913.9   502.0   106.6   134.2     0.0
            V      43.3    63.0    77.3    91.5   102.7   102.0   105.4
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    53.2    65.4    78.2    91.5   102.7   102.0   105.4
            M    1194.9  1095.1   862.6   502.0   110.3   138.5     0.0
Total     : M+   3776.1  3297.1  2497.9  1363.2   288.5   363.2     0.0
            V      63.9   103.9   138.4   173.0   199.4   197.7   205.8
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    73.8   106.3   139.4   173.0   199.4   197.7   205.8
            M    3607.2  3196.1  2446.5  1363.2   292.1   367.5     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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    93.7    74.4   352.5   648.1   859.2   985.9  1028.2
(Max)       V      41.1    39.2    39.6    33.3    25.0    16.7     8.3     0.0
Self wt.  : M       0.0    67.5    53.6   253.8   466.6   618.7   709.9   740.3
(Min)       V      29.6    28.2    28.5    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0    15.8    12.5    59.3   109.0   144.5   165.8   172.9
DC(Max)     V       6.9     6.6     6.7     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0    11.4     9.0    42.7    78.5   104.1   119.4   124.5
DC(Min)     V       5.0     4.7     4.8     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   113.3    90.0   426.2   783.6  1038.9  1192.1  1243.1
Haunch (Max)V      49.7    47.4    47.9    40.3    30.2    20.2    10.1     0.0
Deck +    : M       0.0    81.6    64.8   306.8   564.2   748.0   858.3   895.1
Haunch (Min)V      35.8    34.1    34.5    29.0    21.8    14.5     7.3     0.0
Diaphragm : M       0.0     0.7     0.6     3.0     6.1     9.3    12.5    15.6
(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     2.1     4.4     6.7     9.0    11.2
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    42.2    33.5   158.6   291.5   386.5   443.5   462.5
DC(Max)     V      18.5    17.6    17.8    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    30.4    24.1   114.2   209.9   278.3   319.3   333.0
DC(Min)     V      13.3    12.7    12.8    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    24.6    19.5    92.4   170.0   225.3   258.6   269.6
DW(Max)     V      10.8    10.3    10.4     8.7     6.6     4.4     2.2     0.0
DL-Comp   : M       0.0    10.7     8.5    40.1    73.6    97.6   112.0   116.8
DW(Min)     V       4.7     4.5     4.5     3.8     2.8     1.9     0.9     0.0
LL + I    : M+      0.0   293.7   233.3  1098.1  1999.2  2616.5  2983.6  3081.4
            V     230.5   223.0   224.6   200.2   169.0   137.9    94.7    63.6
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   230.5   223.0   224.6   200.2   171.0   143.1   116.5    91.1
            M       0.0   303.1   241.2  1098.1  1886.8  2395.6  2613.9  2563.3
Total     : M+      0.0   583.9   463.8  2190.0  4007.5  5280.3  6042.0  6273.4
            V     357.9   344.5   347.3   303.5   246.6   189.7   120.8    63.9
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   357.9   344.5   347.3   303.5   248.6   194.9   142.5    91.4
            M       0.0   593.3   471.8  2190.0  3895.2  5059.4  5672.3  5755.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   98.16   97.67  100.00
Self wt.  : M     985.9   859.2   648.1   352.5    74.4    93.7     0.0
(Max)       V       8.3    16.7    25.0    33.3    39.6    39.2    41.1
Self wt.  : M     709.9   618.7   466.6   253.8    53.6    67.5     0.0
(Min)       V       6.0    12.0    18.0    24.0    28.5    28.2    29.6
DL-Prec.  : M     165.8   144.5   109.0    59.3    12.5    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.7     6.6     6.9
DL-Prec.  : M     119.4   104.1    78.5    42.7     9.0    11.4     0.0
DC(Min)     V       1.0     2.0     3.0     4.0     4.8     4.7     5.0
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    1192.1  1038.9   783.6   426.2    90.0   113.3     0.0
Haunch (Max)V      10.1    20.2    30.2    40.3    47.9    47.4    49.7
Deck +    : M     858.3   748.0   564.2   306.8    64.8    81.6     0.0
Haunch (Min)V       7.3    14.5    21.8    29.0    34.5    34.1    35.8
Diaphragm : M      12.5     9.3     6.1     3.0     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.0     6.7     4.4     2.1     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     443.5   386.5   291.5   158.6    33.5    42.2     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.8    17.6    18.5
DL-Comp   : M     319.3   278.3   209.9   114.2    24.1    30.4     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.8    12.7    13.3
DL-Comp   : M     258.6   225.3   170.0    92.4    19.5    24.6     0.0
DW(Max)     V       2.2     4.4     6.6     8.7    10.4    10.3    10.8
DL-Comp   : M     112.0    97.6    73.6    40.1     8.5    10.7     0.0
DW(Min)     V       0.9     1.9     2.8     3.8     4.5     4.5     4.7
LL + I    : M+   2983.6  2616.5  1999.2  1098.1   233.3   293.7     0.0
            V      94.7   137.9   169.0   200.2   224.6   223.0   230.5
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   116.5   143.1   171.0   200.2   224.6   223.0   230.5
            M    2613.9  2395.6  1886.8  1098.1   241.2   303.1     0.0
Total     : M+   6042.0  5280.3  4007.5  2190.0   463.8   583.9     0.0
            V     120.8   189.7   246.6   303.5   347.3   344.5   357.9
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   142.5   194.9   248.6   303.5   347.3   344.5   357.9
            M    5672.3  5059.4  3895.2  2190.0   471.8   593.3     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.1             41.1
Deck+Haunch            49.7             49.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.9              6.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           53.9             53.9
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    75.0    59.5   282.0   518.5   687.4   788.7   822.5
(Max)       V      32.9    31.4    31.7    26.7    20.0    13.3     6.7     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    12.6    10.0    47.4    87.2   115.6   132.7   138.4
DC(Max)     V       5.5     5.3     5.3     4.5     3.4     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    90.7    72.0   340.9   626.9   831.1   953.7   994.5
Haunch (Max)V      39.8    37.9    38.3    32.2    24.2    16.1     8.1     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     2.4     4.9     7.4    10.0    12.5
(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    33.7    26.8   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.3    12.0     9.0     6.0     3.0     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    16.4    13.0    61.6   113.3   150.2   172.4   179.8
DW(Max)     V       7.2     6.9     6.9     5.8     4.4     2.9     1.5     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   116.5    92.6   430.3   766.8   999.7  1119.9  1111.7
            V     108.3   105.0   105.7    95.0    81.8    62.4    49.1    35.9
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   108.3   105.0   105.7    95.0    81.8    68.5    55.3    42.1
            M       0.0   116.5    92.6   430.3   766.8   974.9  1054.7  1006.2
Total     : M+      0.0   345.4   274.4  1291.5  2350.8  3100.6  3532.1  3629.4
            V     208.7   200.8   202.4   176.5   143.0   103.2    69.7    36.1
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   208.7   200.8   202.4   176.5   143.0   109.4    75.9    42.3
            M       0.0   345.4   274.4  1291.5  2350.8  3075.9  3467.0  3523.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   98.16   97.67  100.00
Self wt.  : M     788.7   687.4   518.5   282.0    59.5    75.0     0.0
(Max)       V       6.7    13.3    20.0    26.7    31.7    31.4    32.9
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     132.7   115.6    87.2    47.4    10.0    12.6     0.0
DC(Max)     V       1.1     2.2     3.4     4.5     5.3     5.3     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     953.7   831.1   626.9   340.9    72.0    90.7     0.0
Haunch (Max)V       8.1    16.1    24.2    32.2    38.3    37.9    39.8
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      10.0     7.4     4.9     2.4     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     354.8   309.2   233.2   126.8    26.8    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.3    14.1    14.8
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     172.4   150.2   113.3    61.6    13.0    16.4     0.0
DW(Max)     V       1.5     2.9     4.4     5.8     6.9     6.9     7.2
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+   1119.9   999.7   766.8   430.3    92.6   116.5     0.0
            V      49.1    62.4    81.8    95.0   105.7   105.0   108.3
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    55.3    68.5    81.8    95.0   105.7   105.0   108.3
            M    1054.7   974.9   766.8   430.3    92.6   116.5     0.0
Total     : M+   3532.1  3100.6  2350.8  1291.5   274.4   345.4     0.0
            V      69.7   103.2   143.0   176.5   202.4   200.8   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    75.9   109.4   143.0   176.5   202.4   200.8   208.7
            M    3467.0  3075.9  2350.8  1291.5   274.4   345.4     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.220   0.685   1.212   1.582   1.796   1.871 
Bottom        -0.189  -0.581  -1.021  -1.322  -1.490  -1.552 
 
Prestress
Precast-top   -0.041  -0.424  -0.765  -1.099  -1.427  -1.427 
Bottom         4.986   5.722   5.988   6.245   6.492   6.492 
 
Total
Precast-top    0.178   0.261   0.447   0.482   0.369   0.444 
Bottom         4.798   5.141   4.968   4.923   5.002   4.940 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.40 %)
             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    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top    0.008  -0.036  -0.018  -0.367  -0.662  -0.952  -1.236  -1.236
Bottom         1.011   4.318   3.653   4.955   5.186   5.408   5.622   5.622
 
Self wt.
Precast-top   -0.000   0.170   0.135   0.635   1.162   1.533   1.747   1.822
Bottom        -0.000  -0.146  -0.117  -0.539  -0.979  -1.281  -1.450  -1.512
 
DL-Prec (DC)
Precast-top   -0.000   0.029   0.023   0.107   0.196   0.258   0.294   0.307
Bottom        -0.000  -0.025  -0.020  -0.091  -0.165  -0.215  -0.244  -0.254
 
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   0.005   0.011   0.017   0.022   0.028
Bottom        -0.000  -0.001  -0.001  -0.005  -0.009  -0.014  -0.018  -0.023
 
Deck + Haunch
Precast-top   -0.000   0.205   0.163   0.768   1.405   1.853   2.113   2.203
Bottom        -0.000  -0.176  -0.141  -0.652  -1.184  -1.549  -1.753  -1.828
 
DL-Comp (DC)
Topping-top   -0.000   0.018   0.014   0.068   0.124   0.164   0.188   0.196
Precast-top   -0.000   0.012   0.010   0.047   0.086   0.114   0.130   0.136
Bottom        -0.000  -0.040  -0.032  -0.150  -0.273  -0.360  -0.409  -0.427
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.033   0.060   0.080   0.091   0.095
Precast-top   -0.000   0.006   0.005   0.023   0.042   0.055   0.063   0.066
Bottom        -0.000  -0.020  -0.016  -0.073  -0.133  -0.175  -0.199  -0.207
 
LL+I(+)
Topping-top   -0.000   0.090   0.072   0.336   0.610   0.795   0.902   0.932
Precast-top   -0.000   0.062   0.049   0.232   0.422   0.551   0.626   0.647
Bottom        -0.000  -0.201  -0.161  -0.740  -1.338  -1.738  -1.967  -2.032
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.117   0.093   0.437   0.795   1.039   1.181   1.222 
Precast-top    0.008   0.449   0.367   1.451   2.662   3.428   3.760   3.973 
Bottom         1.011   3.710   3.165   2.706   1.105   0.076  -0.418  -0.661 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.027   0.021   0.101   0.185   0.244   0.279   0.291 
Precast-top    0.008   0.387   0.318   1.218   2.240   2.877   3.134   3.326 
Bottom         1.011   3.910   3.326   3.447   2.443   1.815   1.549   1.371 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.220   0.685   1.212   1.582   1.796   1.871 
Bottom        -0.189  -0.581  -1.021  -1.322  -1.490  -1.552 
 
Prestress
Precast-top   -0.041  -0.424  -0.765  -1.099  -1.427  -1.427 
Bottom         4.986   5.722   5.988   6.245   6.492   6.492 
 
Total
Precast-top    0.178   0.261   0.447   0.482   0.369   0.444 
Bottom         4.798   5.141   4.968   4.923   5.002   4.940 
 
As_top  , in2  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 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.40 %)
             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    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top    0.008  -0.036  -0.018  -0.367  -0.662  -0.952  -1.236  -1.236
Bottom         1.011   4.318   3.653   4.955   5.186   5.408   5.622   5.622
 
Self wt.
Precast-top   -0.000   0.170   0.135   0.635   1.162   1.533   1.747   1.822
Bottom        -0.000  -0.146  -0.117  -0.539  -0.979  -1.281  -1.450  -1.512
 
DL-Prec (DC)
Precast-top   -0.000   0.029   0.023   0.107   0.196   0.258   0.294   0.307
Bottom        -0.000  -0.025  -0.020  -0.091  -0.165  -0.215  -0.244  -0.254
 
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   0.005   0.011   0.017   0.022   0.028
Bottom        -0.000  -0.001  -0.001  -0.005  -0.009  -0.014  -0.018  -0.023
 
Deck + Haunch
Precast-top   -0.000   0.205   0.163   0.768   1.405   1.853   2.113   2.203
Bottom        -0.000  -0.176  -0.141  -0.652  -1.184  -1.549  -1.753  -1.828
 
DL-Comp (DC)
Topping-top   -0.000   0.018   0.014   0.068   0.124   0.164   0.188   0.196
Precast-top   -0.000   0.012   0.010   0.047   0.086   0.114   0.130   0.136
Bottom        -0.000  -0.040  -0.032  -0.150  -0.273  -0.360  -0.409  -0.427
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.033   0.060   0.080   0.091   0.095
Precast-top   -0.000   0.006   0.005   0.023   0.042   0.055   0.063   0.066
Bottom        -0.000  -0.020  -0.016  -0.073  -0.133  -0.175  -0.199  -0.207
 
LL+I(+)
Topping-top   -0.000   0.072   0.058   0.269   0.488   0.636   0.722   0.745
Precast-top   -0.000   0.050   0.039   0.186   0.337   0.441   0.501   0.517
Bottom        -0.000  -0.161  -0.129  -0.592  -1.071  -1.391  -1.574  -1.625
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.099   0.079   0.370   0.673   0.880   1.001   1.036 
Precast-top    0.008   0.437   0.358   1.404   2.577   3.317   3.635   3.843 
Bottom         1.011   3.750   3.197   2.855   1.373   0.424  -0.025  -0.255 
 

 
 
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    9.47   19.60   29.73   39.87   50.00
F_LL+I(+)
Topping-top   -0.000   0.063   0.050   0.231   0.409   0.531   0.592   0.588
Precast-top   -0.000   0.043   0.034   0.159   0.283   0.368   0.411   0.408
Bottom        -0.000  -0.139  -0.112  -0.508  -0.898  -1.162  -1.292  -1.283
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.076   0.061   0.281   0.502   0.653   0.732   0.734 
Precast-top    0.004   0.237   0.193   0.768   1.403   1.807   1.978   2.071 
Bottom         0.506   1.816   1.551   1.216   0.323  -0.255  -0.518  -0.597 
 

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
    357.9    6.5   40.0    1.101   3.2   6.00e-3 50.0    372.1     2.247    4.224      0.00
      0.0    1.1   39.5     42.0 0.154      22.4 0.87    12.00     0.130    1.621 
Transfer:   3.00
    344.5    6.5   40.0    4.956  14.5  -0.08e-3 28.7    243.8     0.711    1.760      0.00
    593.3    4.8   37.6    189.0 0.151     124.5 5.09    12.00     0.130    1.634 
Critical:   3.79
    339.7    6.5   40.0    5.202  14.5  -0.09e-3 28.7    237.4     0.693    0.930      0.00
    769.6    5.1   37.5    189.0 0.149     125.6 5.16    12.00     0.130    1.215 
0.1L    :  10.13
    303.5    6.5   38.4    8.664  14.5  -0.16e-3 28.4    199.2     0.619    0.827      0.00
   2190.0    7.2   34.8    189.0 0.142     123.5 5.46    12.00     0.130    1.198 
0.2L    :  20.27
    248.6    6.5   37.8    9.982  14.5  -0.07e-3 28.7    149.2     0.481    0.620      0.00
   3895.2    7.7   34.0    189.0 0.118     112.4 5.08    24.00     0.130    1.156 
0.3L    :  30.40
    194.9    6.5   38.9    9.982  14.5   0.10e-3 29.3    100.3     0.322    0.496      0.00
   5059.4    7.7   35.0    189.0 0.089     101.7 4.47    24.00     0.130    1.250 
0.4L    :  40.53
    142.5    6.5   39.9    9.982   0.0   0.51e-3 30.8     76.9     0.254    0.413      0.00
   5672.3    7.7   36.1    189.0 0.068      81.5 3.48    24.00     0.130    1.305 
0.5L    :  50.67
     91.4    6.5   39.9    9.982   0.0   0.42e-3 30.5     16.2     0.130    0.413      0.00
   5755.3    7.7   36.1    189.0 0.043      85.3 3.64    24.00     0.130    2.087 
0.6L    :  60.80
    142.5    6.5   39.9    9.982   0.0   0.51e-3 30.8     76.9     0.254    0.413      0.00
   5672.3    7.7   36.1    189.0 0.068      81.5 3.48    24.00     0.130    1.305 
0.7L    :  70.93
    194.9    6.5   38.9    9.982  14.5   0.10e-3 29.3    100.3     0.322    0.496      0.00
   5059.4    7.7   35.0    189.0 0.089     101.7 4.47    24.00     0.130    1.250 
0.8L    :  81.07
    248.6    6.5   37.8    9.982  14.5  -0.07e-3 28.7    149.2     0.481    0.620      0.00
   3895.2    7.7   34.0    189.0 0.118     112.4 5.08    24.00     0.130    1.156 
0.9L    :  91.20
    303.5    6.5   38.4    8.664  14.5  -0.16e-3 28.4    199.2     0.619    0.827      0.00
   2190.0    7.2   34.8    189.0 0.142     123.5 5.46    12.00     0.130    1.198 
Critical:  97.54
    339.7    6.5   40.0    5.202  14.5  -0.09e-3 28.7    237.4     0.693    0.930      0.00
    769.6    5.1   37.5    189.0 0.149     125.6 5.16    12.00     0.130    1.215 
Transfer:  98.33
    344.5    6.5   40.0    4.956  14.5  -0.08e-3 28.7    243.8     0.711    1.760      0.00
    593.3    4.8   37.6    189.0 0.151     124.5 5.09    12.00     0.130    1.634 
Bearing : 100.67
    357.9    6.5   40.0    1.101   3.2   6.00e-3 50.0    372.1     2.247    4.224      0.00
      0.0    1.1   39.5     42.0 0.154      22.4 0.87    12.00     0.130    1.621 
 

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).
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
    357.9     10.08     40.01    1.11       39.46    24.00      0.300      2.609      0.336      4.224 
Transfer:      2.33
    344.5     10.18     40.01    4.82       37.61    24.00      0.300      2.643      0.356      1.760 
Critical:      3.12
    339.9     10.08     40.01    5.10       37.47    24.00      0.300      2.611      0.336      0.930 
0.1L    :      9.47
    303.5      9.68     38.44    7.20       34.84    24.00      0.300      2.476      0.256      0.827 
0.2L    :     19.60
    248.6      8.13     37.82    7.68       33.98    24.00      0.300      1.960      0.000      0.620 
0.3L    :     29.73
    194.9      6.19     38.86    7.69       35.01    24.00      0.300      1.312      0.000      0.496 
0.4L    :     39.87
    142.5      4.39     39.90    7.70       36.05    24.00      0.300      0.714      0.000      0.413 
0.5L    :     50.00
     91.4      2.82     39.90    7.70       36.05    24.00      0.300      0.189      0.000      0.413 
0.6L    :     60.13
    142.5      4.39     39.90    7.70       36.05    24.00      0.300      0.714      0.000      0.413 
0.7L    :     70.27
    194.9      6.19     38.86    7.69       35.01    24.00      0.300      1.312      0.000      0.496 
0.8L    :     80.40
    248.6      8.13     37.82    7.68       33.98    24.00      0.300      1.960      0.000      0.620 
0.9L    :     90.53
    303.5      9.68     38.44    7.20       34.84    24.00      0.300      2.476      0.256      0.827 
Critical:     96.88
    339.9     10.08     40.01    5.10       37.47    24.00      0.300      2.611      0.336      0.930 
Transfer:     97.67
    344.5     10.18     40.01    4.82       37.61    24.00      0.300      2.643      0.356      1.760 
Bearing :    100.00
    357.9     10.08     40.01    1.11       39.46    24.00      0.300      2.609      0.336      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.47 ft
Prestress      :       2.490  1.80      4.481  2.20      5.477
Self Wt.       :      -0.881  1.85     -1.630  2.40     -2.114
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          :       1.609            2.852            3.363
 
At 0.2 x L = 19.60 ft
Prestress      :       4.468  1.80      8.042  2.20      9.829
Self Wt.       :      -1.653  1.85     -3.058  2.40     -3.967
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          :       2.815            4.984            5.862
 
At 0.3 x L = 29.73 ft
Prestress      :       5.877  1.80     10.579  2.20     12.930
Self Wt.       :      -2.243  1.85     -4.149  2.40     -5.382
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          :       3.634            6.430            7.547
 
At 0.4 x L = 39.87 ft
Prestress      :       6.686  1.80     12.034  2.20     14.709
Self Wt.       :      -2.601  1.85     -4.812  2.40     -6.243
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          :       4.085            7.222            8.466
 
At 0.5 x L = 50.00 ft
Prestress      :       6.989  1.80     12.580  2.20     15.376
Self Wt.       :      -2.731  1.85     -5.053  2.40     -6.555
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          :       4.258            7.527            8.821
 
At 0.6 x L = 60.13 ft
Prestress      :       6.686  1.80     12.034  2.20     14.709
Self Wt.       :      -2.601  1.85     -4.812  2.40     -6.243
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          :       4.085            7.222            8.466
 
At 0.7 x L = 70.27 ft
Prestress      :       5.877  1.80     10.579  2.20     12.930
Self Wt.       :      -2.243  1.85     -4.149  2.40     -5.382
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          :       3.634            6.430            7.547
 
At 0.8 x L = 80.40 ft
Prestress      :       4.468  1.80      8.042  2.20      9.829
Self Wt.       :      -1.653  1.85     -3.058  2.40     -3.967
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          :       2.815            4.984            5.862
 
At 0.9 x L = 90.53 ft
Prestress      :       2.490  1.80      4.481  2.20      5.477
Self Wt.       :      -0.881  1.85     -1.630  2.40     -2.114
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          :       1.609            2.852            3.363
 

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
   583.9    35.6  6.119  258.0    5.7   4.82   4370.9  0.019T 1.00       -       -     -     -  
H/2     :   1.84
   463.8    35.6  5.120  259.8    4.8   4.06   3720.0  0.024T 1.00       -       -     -     -  
0.1L    :   9.47
  2190.0    36.5  9.342  252.5    8.5   7.20   6462.9  0.012T 1.00       -       -     -     -  
0.2L    :  19.60
  4007.5    37.8  9.982  251.9    9.0   7.68   7121.1  0.011T 1.00   5149.2  5149.2    1.38    -  
0.3L    :  29.73
  5280.3    38.9  9.982  252.4    9.0   7.69   7351.4  0.011T 1.00   5171.4  5171.4    1.42    -  
0.4L    :  39.87
  6042.0    39.9  9.982  252.8    9.1   7.70   7581.9  0.011T 1.00   5294.6  5294.6    1.43    -  
0.5L    :  50.00
  6273.4    39.9  9.982  252.8    9.1   7.70   7581.9  0.011T 1.00   5245.4  5245.4    1.45    -  
0.6L    :  60.13
  6042.0    39.9  9.982  252.8    9.1   7.70   7581.9  0.011T 1.00   5294.6  5294.6    1.43    -  
0.7L    :  70.27
  5280.3    38.9  9.982  252.4    9.0   7.69   7351.4  0.011T 1.00   5171.4  5171.4    1.42    -  
0.8L    :  80.40
  4007.5    37.8  9.982  251.9    9.0   7.68   7121.1  0.011T 1.00   5149.2  5149.2    1.38    -  
0.9L    :  90.53
  2190.0    36.5  9.342  252.5    8.5   7.20   6462.9  0.012T 1.00       -       -     -     -  
H/2     :  98.16
   463.8    35.6  5.120  259.8    4.8   4.06   3720.0  0.024T 1.00       -       -     -     -  
Transfer:  97.67
   583.9    35.6  6.119  258.0    5.7   4.82   4370.9  0.019T 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 1-23; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.112    0.511
        M   2.00 Fb     0.140   -0.201
 
  2   2 E  32.00 Ft     0.456    0.799
        M   8.00 Fb     0.079   -0.212
 
  3   2 E  30.00 Ft     0.769    1.055
        M   6.00 Fb     0.046   -0.197
 
  4   2 E  28.00 Ft     1.050    1.279
        M   4.00 Fb     0.041   -0.154
 
  5   2 E  26.00 Ft     1.298    1.472
        M   2.00 Fb     0.063   -0.084
 
  6   2 E   8.00 Ft     1.286    1.461
        M   8.00 Fb     0.309    0.158
 
  7   2 E   6.00 Ft     1.242    1.419
        M   6.00 Fb     0.582    0.427
 
  8   2 E   6.00 Ft     1.198    1.377
        M   6.00 Fb     0.856    0.696
 
  9   2 E   6.00 Ft     1.154    1.335
        M   6.00 Fb     1.129    0.965
 
 10   2 E   6.00 Ft     1.111    1.293
        M   6.00 Fb     1.403    1.234
 
 11   2 E   6.00 Ft     1.067    1.250
        M   6.00 Fb     1.676    1.503
 
 12   2 E   6.00 Ft     1.023    1.208
        M   6.00 Fb     1.950    1.772
 
 13   2 E   4.00 Ft     0.947    1.134
        M   4.00 Fb     2.251    2.068
 
 14   2 E   4.00 Ft     0.947    1.059
        M   4.00 Fb     2.251    2.365
 
 15   2 E   4.00 Ft     0.871    0.985
        M   4.00 Fb     2.552    2.662
 
 16   2 E   4.00 Ft     0.871    0.911
        M   4.00 Fb     2.552    2.959
 
 17   2 E   4.00 Ft     0.795    0.837
        M   4.00 Fb     2.853    3.255
 
 18   2 E   4.00 Ft     0.719    0.762
        M   4.00 Fb     3.154    3.551
 
 19   2 E   2.00 Ft     0.611    0.656
        M   2.00 Fb     3.483    3.875
 
 20   2 E   2.00 Ft     0.503    0.550
        M   2.00 Fb     3.811    4.198
 
 21   2 E   2.00 Ft     0.395    0.444
        M   2.00 Fb     4.140    4.521
 
 22   2 E   2.00 Ft     0.287    0.338
        M   2.00 Fb     4.469    4.844
 
 23   2 E   2.00 Ft     0.178    0.232
        M   2.00 Fb     4.797    5.168
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 101.33            Release Length, ft: 101.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  46
No. of strands, Draped:   8           No. of strands, Straight:  38
Concrete Strength, f'ci:   8.0  ksi        f'c:  10.0 ksi  f'ct   4.0 ksi
Initial losses: 10.43 %               Final losses: 15.16 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.141   0.1L/0.9L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.178       Trans
      Precast Top w/ reinf. (tension)      -0.679           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7581.92     6273.42     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      33.33 %               OK
      Max. Debond Total                    25.00 %       8.70 %               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   1.222     Midspan    1.800   0.291     Midspan
    Pre.Top:   6.000   3.973     Midspan    4.500   3.326     Midspan
    Pre.Bot:   6.000   3.710    Transfer    4.500   3.910    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.600   0.008     Bearing
    Pre.Bot:  -0.600  -0.255     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             4.000   2.071     Midspan
    Pre.Bot:                                                             4.000   1.816    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       6.989  1.80     12.580  2.20     15.376
Self Wt.       :      -2.731  1.85     -5.053  2.40     -6.555
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          :       4.258            7.527            8.821
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  39.12 ft
Type      : I-Girder                            Curb-to-curb       =  35.95 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   8.03/  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  =  90.180 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  100.00
     DC  Line       0.070      0.00       0.070  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    50.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.333 ft
Release length = 101.333 ft
Design  length = 100.000 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)  : 0.611   (Calculated)    
Live Moment (1  lane  loaded)  : 0.739   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.881   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.990   (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           1160.8 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           256910 in4#
Ht. of c.g.           =        17.14 in             27.69 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1403.7 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     9.47    19.60    29.73    39.87    50.00
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    640.4    671.0    664.6    674.8    674.8    674.8    674.8    674.8
  Yb      ,  in    17.03    16.64    16.72    16.52    16.46    16.39    16.32    16.32
  MI(Ixx) , in4   100568   102671   102224   103745   104602   105546   106578   106578
Composite: (At Final, using Ec =  5772.5 ksi )
  Area    , in2   1168.8   1196.7   1190.8   1200.1   1200.1   1200.1   1200.1   1200.1
  Yb      ,  in    27.56    27.11    27.21    27.02    26.99    26.96    26.92    26.92
  MI(Ixx) , in4   259711   269570   267495   272435   274079   275806   277615   277615

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.00  ksi   
  Elasticity         =     5362.7 ksi   
  Max comp           =       5.20 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.68 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:  46 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 40.53 ft from member end )
END PATTERN (Ycg = 8.52 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @  8.000 in
     2 @ 26.000 in     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.35 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 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
14      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
16      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 =   196.1 ksi
Total Strand Area     =    9.98 in2      Initial Pull          =     1957.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     10.994 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     13.743 ft
Holddown Force        =  16.770 kips     Beam Shrtng (PL/AE)   =      0.668 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)       
--------------------------------------------------------------------------------------
      4662.120         740 3449.969     16.464 66679.563   863.945     641.412        
 
 
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      2.2500    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.2500      3.7500    Yes
      2      US#5[M16]       60.00        0.62       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167     14.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.9167     28.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      28.9167     40.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      40.1667     61.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      61.1667     72.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      72.4167     86.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00      86.4167     96.9167    Yes
      2      US#5[M16]       60.00        0.62       8.00      96.9167     97.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      97.5833     99.0833    Yes
      2      US#6[M19]       60.00        0.88       6.00      99.0833     99.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      99.5833     99.9167     No
      2      US#6[M19]       60.00        0.88       4.00      99.9167    100.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00     100.2500    100.5833     No
      2      US#6[M19]       60.00        0.88       2.50     100.5833    100.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50     100.7917    101.0000     No
      2      US#6[M19]       60.00        0.88       2.50     101.0000    101.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50     101.2083    101.3333     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 101.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.9820 in2       Ycg =  4.35 in
         P_init    =     1957.6 kips  Ecc = 12.79 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.45 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.848 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.13 ksi    0.00 ksi
    due to Composite Loads                                 -2.65 ksi    0.00 ksi
    due to Live Loads                                      -8.04 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                         6.67 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        17.22 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.45 ksi  (10.43 %)             8.47 ksi ( 4.32 %)
Total Prestress Losses                                    28.92 ksi (14.74 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 167.2 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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    75.0    59.5   282.0   518.5   687.4   788.7   822.5
(Max)       V      32.9    31.4    31.7    26.7    20.0    13.3     6.7     0.0
DL-Prec.  : M       0.0    12.1     9.6    45.4    83.4   110.6   126.9   132.3
DC(Max)     V       5.3     5.0     5.1     4.3     3.2     2.1     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    85.0    67.5   319.6   587.6   779.0   893.9   932.2
Haunch (Max)V      37.3    35.5    35.9    30.2    22.7    15.1     7.6     0.0
Diaphragm : M       0.0     0.3     0.2     1.2     2.5     3.7     5.0     6.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.7    26.8   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.3    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    16.4    13.0    61.6   113.3   150.2   172.4   179.8
DW(Max)     V       7.2     6.9     6.9     5.8     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   198.8   157.9   743.4  1353.3  1771.2  2019.7  2085.9
            V     117.7   113.9   114.7   102.2    86.3    70.4    48.4    32.5
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   117.7   113.9   114.7   102.2    87.3    73.1    59.5    46.5
            M       0.0   205.2   163.3   743.4  1277.3  1621.6  1769.5  1735.2
Total     : M+      0.0   421.2   334.5  1579.9  2891.7  3811.4  4361.4  4528.9
            V     215.3   206.9   208.7   181.3   145.7   110.0    68.2    32.6
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   215.3   206.9   208.7   181.3   146.7   112.7    79.3    46.6
            M       0.0   427.6   339.9  1579.9  2815.7  3661.8  4111.1  4178.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   98.16   97.67  100.00
Self wt.  : M     788.7   687.4   518.5   282.0    59.5    75.0     0.0
(Max)       V       6.7    13.3    20.0    26.7    31.7    31.4    32.9
DL-Prec.  : M     126.9   110.6    83.4    45.4     9.6    12.1     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     5.1     5.0     5.3
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
Deck +    : M     893.9   779.0   587.6   319.6    67.5    85.0     0.0
Haunch (Max)V       7.6    15.1    22.7    30.2    35.9    35.5    37.3
Diaphragm : M       5.0     3.7     2.5     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     354.8   309.2   233.2   126.8    26.8    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.3    14.1    14.8
DL-Comp   : M     172.4   150.2   113.3    61.6    13.0    16.4     0.0
DW(Max)     V       1.5     2.9     4.4     5.8     6.9     6.9     7.2
LL + I    : M+   2019.7  1771.2  1353.3   743.4   157.9   198.8     0.0
            V      48.4    70.4    86.3   102.2   114.7   113.9   117.7
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    59.5    73.1    87.3   102.2   114.7   113.9   117.7
            M    1769.5  1621.6  1277.3   743.4   163.3   205.2     0.0
Total     : M+   4361.4  3811.4  2891.7  1579.9   334.5   421.2     0.0
            V      68.2   110.0   145.7   181.3   208.7   206.9   215.3
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    79.3   112.7   146.7   181.3   208.7   206.9   215.3
            M    4111.1  3661.8  2815.7  1579.9   339.9   427.6     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               32.9             32.9
Deck+Haunch            37.3             37.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           36.0             36.0
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    75.0    59.5   282.0   518.5   687.4   788.7   822.5
(Max)       V      32.9    31.4    31.7    26.7    20.0    13.3     6.7     0.0
DL-Prec.  : M       0.0    12.1     9.6    45.4    83.4   110.6   126.9   132.3
DC(Max)     V       5.3     5.0     5.1     4.3     3.2     2.1     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    85.0    67.5   319.6   587.6   779.0   893.9   932.2
Haunch (Max)V      37.3    35.5    35.9    30.2    22.7    15.1     7.6     0.0
Diaphragm : M       0.0     0.3     0.2     1.2     2.5     3.7     5.0     6.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.7    26.8   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.3    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    16.4    13.0    61.6   113.3   150.2   172.4   179.8
DW(Max)     V       7.2     6.9     6.9     5.8     4.4     2.9     1.5     0.0
LL + I    : M+      0.0   159.0   126.3   594.7  1082.7  1417.0  1615.8  1668.8
            V      94.1    91.1    91.7    81.8    69.0    56.3    38.7    26.0
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    94.1    91.1    91.7    81.8    69.8    58.4    47.6    37.2
            M       0.0   164.1   130.6   594.7  1021.8  1297.3  1415.6  1388.1
Total     : M+      0.0   381.4   303.0  1431.2  2621.1  3457.1  3957.4  4111.8
            V     191.7   184.1   185.7   160.9   128.4    95.9    58.6    26.1
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   191.7   184.1   185.7   160.9   129.2    98.1    67.4    37.3
            M       0.0   386.5   307.3  1431.2  2560.2  3337.4  3757.2  3831.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   98.16   97.67  100.00
Self wt.  : M     788.7   687.4   518.5   282.0    59.5    75.0     0.0
(Max)       V       6.7    13.3    20.0    26.7    31.7    31.4    32.9
DL-Prec.  : M     126.9   110.6    83.4    45.4     9.6    12.1     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     5.1     5.0     5.3
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
Deck +    : M     893.9   779.0   587.6   319.6    67.5    85.0     0.0
Haunch (Max)V       7.6    15.1    22.7    30.2    35.9    35.5    37.3
Diaphragm : M       5.0     3.7     2.5     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     354.8   309.2   233.2   126.8    26.8    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.3    14.1    14.8
DL-Comp   : M     172.4   150.2   113.3    61.6    13.0    16.4     0.0
DW(Max)     V       1.5     2.9     4.4     5.8     6.9     6.9     7.2
LL + I    : M+   1615.8  1417.0  1082.7   594.7   126.3   159.0     0.0
            V      38.7    56.3    69.0    81.8    91.7    91.1    94.1
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    47.6    58.4    69.8    81.8    91.7    91.1    94.1
            M    1415.6  1297.3  1021.8   594.7   130.6   164.1     0.0
Total     : M+   3957.4  3457.1  2621.1  1431.2   303.0   381.4     0.0
            V      58.6    95.9   128.4   160.9   185.7   184.1   191.7
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    67.4    98.1   129.2   160.9   185.7   184.1   191.7
            M    3757.2  3337.4  2560.2  1431.2   307.3   386.5     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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    93.7    74.4   352.5   648.1   859.2   985.9  1028.2
(Max)       V      41.1    39.2    39.6    33.3    25.0    16.7     8.3     0.0
Self wt.  : M       0.0    67.5    53.6   253.8   466.6   618.7   709.9   740.3
(Min)       V      29.6    28.2    28.5    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0    15.1    12.0    56.7   104.3   138.2   158.6   165.4
DC(Max)     V       6.6     6.3     6.4     5.4     4.0     2.7     1.3     0.0
DL-Prec.  : M       0.0    10.9     8.6    40.8    75.1    99.5   114.2   119.1
DC(Min)     V       4.8     4.5     4.6     3.9     2.9     1.9     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   106.2    84.3   399.5   734.5   973.8  1117.3  1165.2
Haunch (Max)V      46.6    44.4    44.9    37.8    28.3    18.9     9.4     0.0
Deck +    : M       0.0    76.5    60.7   287.6   528.8   701.1   804.5   838.9
Haunch (Min)V      33.6    32.0    32.3    27.2    20.4    13.6     6.8     0.0
Diaphragm : M       0.0     0.4     0.3     1.5     3.1     4.6     6.2     7.8
(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     2.2     3.3     4.5     5.6
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    42.2    33.5   158.6   291.5   386.5   443.5   462.5
DC(Max)     V      18.5    17.6    17.8    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    30.4    24.1   114.2   209.9   278.3   319.3   333.0
DC(Min)     V      13.3    12.7    12.8    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    24.6    19.5    92.4   170.0   225.3   258.6   269.6
DW(Max)     V      10.8    10.3    10.4     8.7     6.6     4.4     2.2     0.0
DL-Comp   : M       0.0    10.7     8.5    40.1    73.6    97.6   112.0   116.8
DW(Min)     V       4.7     4.5     4.5     3.8     2.8     1.9     0.9     0.0
LL + I    : M+      0.0   347.9   276.4  1300.9  2368.3  3099.7  3534.5  3650.4
            V     205.9   199.3   200.7   178.8   151.0   123.2    84.6    56.8
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   205.9   199.3   200.7   178.8   152.8   127.9   104.1    81.4
            M       0.0   359.0   285.8  1300.9  2235.3  2837.9  3096.6  3036.6
Total     : M+      0.0   630.0   500.4  2362.0  4319.7  5687.4  6504.7  6749.1
            V     329.7   317.3   319.9   279.2   226.3   173.4   109.8    57.0
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   329.7   317.3   319.9   279.2   228.1   178.1   129.3    81.5
            M       0.0   641.2   509.8  2362.0  4186.6  5425.6  6066.7  6135.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   98.16   97.67  100.00
Self wt.  : M     985.9   859.2   648.1   352.5    74.4    93.7     0.0
(Max)       V       8.3    16.7    25.0    33.3    39.6    39.2    41.1
Self wt.  : M     709.9   618.7   466.6   253.8    53.6    67.5     0.0
(Min)       V       6.0    12.0    18.0    24.0    28.5    28.2    29.6
DL-Prec.  : M     158.6   138.2   104.3    56.7    12.0    15.1     0.0
DC(Max)     V       1.3     2.7     4.0     5.4     6.4     6.3     6.6
DL-Prec.  : M     114.2    99.5    75.1    40.8     8.6    10.9     0.0
DC(Min)     V       1.0     1.9     2.9     3.9     4.6     4.5     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    1117.3   973.8   734.5   399.5    84.3   106.2     0.0
Haunch (Max)V       9.4    18.9    28.3    37.8    44.9    44.4    46.6
Deck +    : M     804.5   701.1   528.8   287.6    60.7    76.5     0.0
Haunch (Min)V       6.8    13.6    20.4    27.2    32.3    32.0    33.6
Diaphragm : M       6.2     4.6     3.1     1.5     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.5     3.3     2.2     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     443.5   386.5   291.5   158.6    33.5    42.2     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.8    17.6    18.5
DL-Comp   : M     319.3   278.3   209.9   114.2    24.1    30.4     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.8    12.7    13.3
DL-Comp   : M     258.6   225.3   170.0    92.4    19.5    24.6     0.0
DW(Max)     V       2.2     4.4     6.6     8.7    10.4    10.3    10.8
DL-Comp   : M     112.0    97.6    73.6    40.1     8.5    10.7     0.0
DW(Min)     V       0.9     1.9     2.8     3.8     4.5     4.5     4.7
LL + I    : M+   3534.5  3099.7  2368.3  1300.9   276.4   347.9     0.0
            V      84.6   123.2   151.0   178.8   200.7   199.3   205.9
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   104.1   127.9   152.8   178.8   200.7   199.3   205.9
            M    3096.6  2837.9  2235.3  1300.9   285.8   359.0     0.0
Total     : M+   6504.7  5687.4  4319.7  2362.0   500.4   630.0     0.0
            V     109.8   173.4   226.3   279.2   319.9   317.3   329.7
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   129.3   178.1   228.1   279.2   319.9   317.3   329.7
            M    6066.7  5425.6  4186.6  2362.0   509.8   641.2     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.1             41.1
Deck+Haunch            46.6             46.6
Diaphragm               0.2              0.2
DL-Prec.(DC)            6.6              6.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           53.9             53.9
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    75.0    59.5   282.0   518.5   687.4   788.7   822.5
(Max)       V      32.9    31.4    31.7    26.7    20.0    13.3     6.7     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    12.1     9.6    45.4    83.4   110.6   126.9   132.3
DC(Max)     V       5.3     5.0     5.1     4.3     3.2     2.1     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    85.0    67.5   319.6   587.6   779.0   893.9   932.2
Haunch (Max)V      37.3    35.5    35.9    30.2    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     2.5     3.7     5.0     6.2
(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    33.7    26.8   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.3    12.0     9.0     6.0     3.0     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    16.4    13.0    61.6   113.3   150.2   172.4   179.8
DW(Max)     V       7.2     6.9     6.9     5.8     4.4     2.9     1.5     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   197.0   156.6   727.9  1297.1  1691.0  1894.3  1880.6
            V     117.4   113.8   114.6   103.0    88.7    67.6    53.3    38.9
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   117.4   113.8   114.6   103.0    88.7    74.3    60.0    45.6
            M       0.0   197.0   156.6   727.9  1297.1  1649.2  1784.2  1702.0
Total     : M+      0.0   419.4   333.2  1564.4  2835.5  3731.1  4236.0  4323.6
            V     214.9   206.9   208.6   182.1   148.0   107.2    73.1    39.0
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   214.9   206.9   208.6   182.1   148.0   113.9    79.8    45.7
            M       0.0   419.4   333.2  1564.4  2835.5  3689.3  4125.8  4145.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   98.16   97.67  100.00
Self wt.  : M     788.7   687.4   518.5   282.0    59.5    75.0     0.0
(Max)       V       6.7    13.3    20.0    26.7    31.7    31.4    32.9
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     126.9   110.6    83.4    45.4     9.6    12.1     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     5.1     5.0     5.3
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     893.9   779.0   587.6   319.6    67.5    85.0     0.0
Haunch (Max)V       7.6    15.1    22.7    30.2    35.9    35.5    37.3
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       5.0     3.7     2.5     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     354.8   309.2   233.2   126.8    26.8    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.3    14.1    14.8
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     172.4   150.2   113.3    61.6    13.0    16.4     0.0
DW(Max)     V       1.5     2.9     4.4     5.8     6.9     6.9     7.2
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+   1894.3  1691.0  1297.1   727.9   156.6   197.0     0.0
            V      53.3    67.6    88.7   103.0   114.6   113.8   117.4
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    60.0    74.3    88.7   103.0   114.6   113.8   117.4
            M    1784.1  1649.2  1297.1   727.9   156.6   197.0     0.0
Total     : M+   4236.0  3731.1  2835.5  1564.4   333.2   419.4     0.0
            V      73.1   107.2   148.0   182.1   208.6   206.9   214.9
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    79.8   113.9   148.0   182.1   208.6   206.9   214.9
            M    4125.8  3689.3  2835.5  1564.4   333.2   419.4     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.220   0.685   1.212   1.582   1.796   1.871 
Bottom        -0.189  -0.581  -1.021  -1.322  -1.490  -1.552 
 
Prestress
Precast-top   -0.041  -0.424  -0.765  -1.099  -1.427  -1.427 
Bottom         4.986   5.722   5.988   6.245   6.492   6.492 
 
Total
Precast-top    0.178   0.261   0.447   0.482   0.369   0.444 
Bottom         4.798   5.141   4.968   4.923   5.002   4.940 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.40 %)
             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    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top    0.008  -0.036  -0.018  -0.367  -0.662  -0.952  -1.236  -1.236
Bottom         1.011   4.318   3.653   4.955   5.186   5.408   5.622   5.622
 
Self wt.
Precast-top   -0.000   0.170   0.135   0.635   1.162   1.533   1.747   1.822
Bottom        -0.000  -0.146  -0.117  -0.539  -0.979  -1.281  -1.450  -1.512
 
DL-Prec (DC)
Precast-top   -0.000   0.027   0.022   0.102   0.187   0.247   0.281   0.293
Bottom        -0.000  -0.023  -0.019  -0.087  -0.157  -0.206  -0.233  -0.243
 
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   0.005   0.008   0.011   0.014
Bottom        -0.000  -0.001  -0.000  -0.002  -0.005  -0.007  -0.009  -0.011
 
Deck + Haunch
Precast-top   -0.000   0.192   0.153   0.720   1.317   1.737   1.980   2.065
Bottom        -0.000  -0.165  -0.132  -0.611  -1.109  -1.452  -1.643  -1.713
 
DL-Comp (DC)
Topping-top   -0.000   0.019   0.015   0.071   0.130   0.172   0.196   0.205
Precast-top   -0.000   0.013   0.011   0.050   0.092   0.122   0.139   0.145
Bottom        -0.000  -0.041  -0.033  -0.151  -0.276  -0.363  -0.413  -0.431
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.035   0.063   0.084   0.095   0.100
Precast-top   -0.000   0.006   0.005   0.024   0.045   0.059   0.068   0.071
Bottom        -0.000  -0.020  -0.016  -0.073  -0.134  -0.176  -0.201  -0.209
 
LL+I(+)
Topping-top   -0.000   0.112   0.089   0.417   0.756   0.985   1.118   1.155
Precast-top   -0.000   0.079   0.062   0.294   0.534   0.697   0.793   0.819
Bottom        -0.000  -0.240  -0.193  -0.885  -1.599  -2.077  -2.350  -2.427
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.140   0.112   0.523   0.949   1.240   1.410   1.459 
Precast-top    0.008   0.452   0.370   1.462   2.681   3.450   3.783   3.993 
Bottom         1.011   3.683   3.143   2.607   0.927  -0.154  -0.677  -0.925 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.028   0.022   0.106   0.194   0.255   0.292   0.304 
Precast-top    0.008   0.374   0.307   1.168   2.147   2.753   2.991   3.174 
Bottom         1.011   3.923   3.336   3.492   2.526   1.924   1.673   1.502 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.220   0.685   1.212   1.582   1.796   1.871 
Bottom        -0.189  -0.581  -1.021  -1.322  -1.490  -1.552 
 
Prestress
Precast-top   -0.041  -0.424  -0.765  -1.099  -1.427  -1.427 
Bottom         4.986   5.722   5.988   6.245   6.492   6.492 
 
Total
Precast-top    0.178   0.261   0.447   0.482   0.369   0.444 
Bottom         4.798   5.141   4.968   4.923   5.002   4.940 
 
As_top  , in2  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 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.40 %)
             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    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top    0.008  -0.036  -0.018  -0.367  -0.662  -0.952  -1.236  -1.236
Bottom         1.011   4.318   3.653   4.955   5.186   5.408   5.622   5.622
 
Self wt.
Precast-top   -0.000   0.170   0.135   0.635   1.162   1.533   1.747   1.822
Bottom        -0.000  -0.146  -0.117  -0.539  -0.979  -1.281  -1.450  -1.512
 
DL-Prec (DC)
Precast-top   -0.000   0.027   0.022   0.102   0.187   0.247   0.281   0.293
Bottom        -0.000  -0.023  -0.019  -0.087  -0.157  -0.206  -0.233  -0.243
 
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   0.005   0.008   0.011   0.014
Bottom        -0.000  -0.001  -0.000  -0.002  -0.005  -0.007  -0.009  -0.011
 
Deck + Haunch
Precast-top   -0.000   0.192   0.153   0.720   1.317   1.737   1.980   2.065
Bottom        -0.000  -0.165  -0.132  -0.611  -1.109  -1.452  -1.643  -1.713
 
DL-Comp (DC)
Topping-top   -0.000   0.019   0.015   0.071   0.130   0.172   0.196   0.205
Precast-top   -0.000   0.013   0.011   0.050   0.092   0.122   0.139   0.145
Bottom        -0.000  -0.041  -0.033  -0.151  -0.276  -0.363  -0.413  -0.431
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.035   0.063   0.084   0.095   0.100
Precast-top   -0.000   0.006   0.005   0.024   0.045   0.059   0.068   0.071
Bottom        -0.000  -0.020  -0.016  -0.073  -0.134  -0.176  -0.201  -0.209
 
LL+I(+)
Topping-top   -0.000   0.090   0.071   0.333   0.605   0.788   0.894   0.924
Precast-top   -0.000   0.063   0.050   0.235   0.427   0.558   0.634   0.655
Bottom        -0.000  -0.192  -0.154  -0.708  -1.279  -1.662  -1.880  -1.942
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.118   0.094   0.439   0.798   1.043   1.186   1.228 
Precast-top    0.008   0.437   0.357   1.403   2.574   3.310   3.625   3.829 
Bottom         1.011   3.731   3.182   2.784   1.247   0.262  -0.207  -0.439 
 

 
 
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    9.47   19.60   29.73   39.87   50.00
F_LL+I(+)
Topping-top   -0.000   0.111   0.089   0.408   0.724   0.940   1.049   1.041
Precast-top   -0.000   0.078   0.062   0.288   0.512   0.665   0.743   0.738
Bottom        -0.000  -0.238  -0.191  -0.866  -1.533  -1.983  -2.204  -2.188
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.125   0.100   0.461   0.821   1.068   1.195   1.193 
Precast-top    0.004   0.265   0.216   0.872   1.585   2.042   2.239   2.325 
Bottom         0.506   1.723   1.477   0.880  -0.270  -1.021  -1.368  -1.437 
 

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
    329.7    6.5   40.0    1.112   3.2   6.00e-3 50.0    340.8     2.061    4.224      0.00
      0.0    1.2   39.4     42.0 0.142      22.4 0.87    12.00     0.130    1.757 
Transfer:   3.00
    317.3    6.5   40.0    5.005  14.5  -0.10e-3 28.7    212.1     0.619    1.760      0.00
    641.2    5.2   37.4    189.0 0.139     125.9 5.18    12.00     0.130    1.766 
Critical:   3.77
    312.9    6.5   40.0    5.248  14.5  -0.11e-3 28.6    206.1     0.603    0.930      0.00
    827.8    5.5   37.3    189.0 0.137     127.0 5.24    12.00     0.130    1.321 
0.1L    :  10.13
    279.2    6.5   38.4    8.735  14.5  -0.16e-3 28.4    173.4     0.543    0.827      0.00
   2362.0    7.7   34.6    189.0 0.132     122.3 5.44    12.00     0.130    1.292 
0.2L    :  20.27
    228.1    6.5   37.8    9.982  14.5  -0.05e-3 28.8    128.3     0.415    0.620      0.00
   4186.6    8.7   34.0    189.0 0.108     110.6 5.00    24.00     0.130    1.251 
0.3L    :  30.40
    178.1    6.5   38.9    9.982  14.5   0.49e-3 30.7    103.5     0.352    0.496      0.00
   5425.6    8.8   35.0    189.0 0.081      79.9 3.52    24.00     0.130    1.215 
0.4L    :  40.53
    129.3    6.5   39.9    9.982   0.0   0.95e-3 32.3     78.2     0.275    0.413      0.00
   6066.7    8.8   35.9    189.0 0.062      65.4 2.80    24.00     0.130    1.272 
0.5L    :  50.67
     81.5    6.5   39.9    9.982   0.0   0.86e-3 32.0     22.5     0.130    0.413      0.00
   6135.2    8.8   35.9    189.0 0.039      68.0 2.92    24.00     0.130    2.062 
0.6L    :  60.80
    129.3    6.5   39.9    9.982   0.0   0.95e-3 32.3     78.2     0.275    0.413      0.00
   6066.7    8.8   35.9    189.0 0.062      65.4 2.80    24.00     0.130    1.272 
0.7L    :  70.93
    178.1    6.5   38.9    9.982  14.5   0.49e-3 30.7    103.5     0.352    0.496      0.00
   5425.6    8.8   35.0    189.0 0.081      79.9 3.52    24.00     0.130    1.215 
0.8L    :  81.07
    228.1    6.5   37.8    9.982  14.5  -0.05e-3 28.8    128.3     0.415    0.620      0.00
   4186.6    8.7   34.0    189.0 0.108     110.6 5.00    24.00     0.130    1.251 
0.9L    :  91.20
    279.2    6.5   38.4    8.735  14.5  -0.16e-3 28.4    173.4     0.543    0.827      0.00
   2362.0    7.7   34.6    189.0 0.132     122.3 5.44    12.00     0.130    1.292 
Critical:  97.56
    312.9    6.5   40.0    5.248  14.5  -0.11e-3 28.6    206.1     0.603    0.930      0.00
    827.8    5.5   37.3    189.0 0.137     127.0 5.24    12.00     0.130    1.321 
Transfer:  98.33
    317.3    6.5   40.0    5.005  14.5  -0.10e-3 28.7    212.1     0.619    1.760      0.00
    641.2    5.2   37.4    189.0 0.139     125.9 5.18    12.00     0.130    1.766 
Bearing : 100.67
    329.7    6.5   40.0    1.112   3.2   6.00e-3 50.0    340.8     2.061    4.224      0.00
      0.0    1.2   39.4     42.0 0.142      22.4 0.87    12.00     0.130    1.757 
 

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).
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
    329.7      9.29     40.01    1.20       39.42    24.00      0.300      2.348      0.179      4.224 
Transfer:      2.33
    317.3      9.42     40.01    5.18       37.42    24.00      0.300      2.390      0.204      1.760 
Critical:      3.11
    313.1      9.33     40.01    5.47       37.28    24.00      0.300      2.361      0.187      0.930 
0.1L    :      9.47
    279.2      8.97     38.44    7.72       34.58    24.00      0.300      2.241      0.114      0.827 
0.2L    :     19.60
    228.1      7.58     37.82    8.73       33.45    24.00      0.300      1.776      0.000      0.620 
0.3L    :     29.73
    178.1      5.74     38.86    8.77       34.47    24.00      0.300      1.164      0.000      0.496 
0.4L    :     39.87
    129.3      4.05     39.90    8.81       35.50    24.00      0.300      0.599      0.000      0.413 
0.5L    :     50.00
     81.5      2.55     39.90    8.81       35.50    24.00      0.300      0.101      0.000      0.413 
0.6L    :     60.13
    129.3      4.05     39.90    8.81       35.50    24.00      0.300      0.599      0.000      0.413 
0.7L    :     70.27
    178.1      5.74     38.86    8.77       34.47    24.00      0.300      1.164      0.000      0.496 
0.8L    :     80.40
    228.1      7.58     37.82    8.73       33.45    24.00      0.300      1.776      0.000      0.620 
0.9L    :     90.53
    279.2      8.97     38.44    7.72       34.58    24.00      0.300      2.241      0.114      0.827 
Critical:     96.89
    313.1      9.33     40.01    5.47       37.28    24.00      0.300      2.361      0.187      0.930 
Transfer:     97.67
    317.3      9.42     40.01    5.18       37.42    24.00      0.300      2.390      0.204      1.760 
Bearing :    100.00
    329.7      9.29     40.01    1.20       39.42    24.00      0.300      2.348      0.179      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.47 ft
Prestress      :       2.490  1.80      4.481  2.20      5.477
Self Wt.       :      -0.881  1.85     -1.630  2.40     -2.114
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          :       1.609            2.852            3.363
 
At 0.2 x L = 19.60 ft
Prestress      :       4.468  1.80      8.042  2.20      9.829
Self Wt.       :      -1.653  1.85     -3.058  2.40     -3.967
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          :       2.815            4.984            5.862
 
At 0.3 x L = 29.73 ft
Prestress      :       5.877  1.80     10.579  2.20     12.930
Self Wt.       :      -2.243  1.85     -4.149  2.40     -5.382
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          :       3.634            6.430            7.547
 
At 0.4 x L = 39.87 ft
Prestress      :       6.686  1.80     12.034  2.20     14.709
Self Wt.       :      -2.601  1.85     -4.812  2.40     -6.243
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          :       4.085            7.222            8.466
 
At 0.5 x L = 50.00 ft
Prestress      :       6.989  1.80     12.580  2.20     15.376
Self Wt.       :      -2.731  1.85     -5.053  2.40     -6.555
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          :       4.258            7.527            8.821
 
At 0.6 x L = 60.13 ft
Prestress      :       6.686  1.80     12.034  2.20     14.709
Self Wt.       :      -2.601  1.85     -4.812  2.40     -6.243
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          :       4.085            7.222            8.466
 
At 0.7 x L = 70.27 ft
Prestress      :       5.877  1.80     10.579  2.20     12.930
Self Wt.       :      -2.243  1.85     -4.149  2.40     -5.382
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          :       3.634            6.430            7.547
 
At 0.8 x L = 80.40 ft
Prestress      :       4.468  1.80      8.042  2.20      9.829
Self Wt.       :      -1.653  1.85     -3.058  2.40     -3.967
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          :       2.815            4.984            5.862
 
At 0.9 x L = 90.53 ft
Prestress      :       2.490  1.80      4.481  2.20      5.477
Self Wt.       :      -0.881  1.85     -1.630  2.40     -2.114
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          :       1.609            2.852            3.363
 

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
   630.0    35.6  6.180  257.1    6.1   5.18   4374.6  0.018T 1.00       -       -     -     -  
H/2     :   1.84
   500.4    35.6  5.171  259.1    5.1   4.37   3728.4  0.022T 1.00       -       -     -     -  
0.1L    :   9.47
  2362.0    36.5  9.419  251.2    9.1   7.72   6432.3  0.011T 1.00       -       -     -     -  
0.2L    :  19.60
  4319.7    37.8  9.982  249.5   10.3   8.73   7001.6  0.009T 1.00   5142.4  5142.4    1.36    -  
0.3L    :  29.73
  5687.4    38.9  9.982  249.9   10.3   8.77   7229.6  0.009T 1.00   5176.8  5176.8    1.40    -  
0.4L    :  39.87
  6504.7    39.9  9.982  250.4   10.4   8.81   7457.8  0.009T 1.00   5306.3  5306.3    1.41    -  
0.5L    :  50.00
  6749.1    39.9  9.982  250.4   10.4   8.81   7457.8  0.009T 1.00   5260.7  5260.7    1.42    -  
0.6L    :  60.13
  6504.7    39.9  9.982  250.4   10.4   8.81   7457.8  0.009T 1.00   5306.3  5306.3    1.41    -  
0.7L    :  70.27
  5687.4    38.9  9.982  249.9   10.3   8.77   7229.6  0.009T 1.00   5176.8  5176.8    1.40    -  
0.8L    :  80.40
  4319.7    37.8  9.982  249.5   10.3   8.73   7001.6  0.009T 1.00   5142.4  5142.4    1.36    -  
0.9L    :  90.53
  2362.0    36.5  9.419  251.2    9.1   7.72   6432.3  0.011T 1.00       -       -     -     -  
H/2     :  98.16
   500.4    35.6  5.171  259.1    5.1   4.37   3728.4  0.022T 1.00       -       -     -     -  
Transfer:  97.67
   630.0    35.6  6.180  257.1    6.1   5.18   4374.6  0.018T 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 1-23; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.112    0.511
        M   2.00 Fb     0.140   -0.201
 
  2   2 E  32.00 Ft     0.456    0.799
        M   8.00 Fb     0.079   -0.212
 
  3   2 E  30.00 Ft     0.769    1.055
        M   6.00 Fb     0.046   -0.197
 
  4   2 E  28.00 Ft     1.050    1.279
        M   4.00 Fb     0.041   -0.154
 
  5   2 E  26.00 Ft     1.298    1.472
        M   2.00 Fb     0.063   -0.084
 
  6   2 E   8.00 Ft     1.286    1.461
        M   8.00 Fb     0.309    0.158
 
  7   2 E   6.00 Ft     1.242    1.419
        M   6.00 Fb     0.582    0.427
 
  8   2 E   6.00 Ft     1.198    1.377
        M   6.00 Fb     0.856    0.696
 
  9   2 E   6.00 Ft     1.154    1.335
        M   6.00 Fb     1.129    0.965
 
 10   2 E   6.00 Ft     1.111    1.293
        M   6.00 Fb     1.403    1.234
 
 11   2 E   6.00 Ft     1.067    1.250
        M   6.00 Fb     1.676    1.503
 
 12   2 E   6.00 Ft     1.023    1.208
        M   6.00 Fb     1.950    1.772
 
 13   2 E   4.00 Ft     0.947    1.134
        M   4.00 Fb     2.251    2.068
 
 14   2 E   4.00 Ft     0.947    1.059
        M   4.00 Fb     2.251    2.365
 
 15   2 E   4.00 Ft     0.871    0.985
        M   4.00 Fb     2.552    2.662
 
 16   2 E   4.00 Ft     0.871    0.911
        M   4.00 Fb     2.552    2.959
 
 17   2 E   4.00 Ft     0.795    0.837
        M   4.00 Fb     2.853    3.255
 
 18   2 E   4.00 Ft     0.719    0.762
        M   4.00 Fb     3.154    3.551
 
 19   2 E   2.00 Ft     0.611    0.656
        M   2.00 Fb     3.483    3.875
 
 20   2 E   2.00 Ft     0.503    0.550
        M   2.00 Fb     3.811    4.198
 
 21   2 E   2.00 Ft     0.395    0.444
        M   2.00 Fb     4.140    4.521
 
 22   2 E   2.00 Ft     0.287    0.338
        M   2.00 Fb     4.469    4.844
 
 23   2 E   2.00 Ft     0.178    0.232
        M   2.00 Fb     4.797    5.168
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 101.33            Release Length, ft: 101.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  46
No. of strands, Draped:   8           No. of strands, Straight:  38
Concrete Strength, f'ci:   8.0  ksi        f'c:  10.0 ksi  f'ct   4.0 ksi
Initial losses: 10.43 %               Final losses: 14.74 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.141   0.1L/0.9L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.178       Trans
      Precast Top w/ reinf. (tension)      -0.679           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7457.80     6749.09     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      33.33 %               OK
      Max. Debond Total                    25.00 %       8.70 %               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   1.459     Midspan    1.800   0.304     Midspan
    Pre.Top:   6.000   3.993     Midspan    4.500   3.174     Midspan
    Pre.Bot:   6.000   3.683    Transfer    4.500   3.923    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.600   0.008     Bearing
    Pre.Bot:  -0.600  -0.439     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             4.000   2.325     Midspan
    Pre.Bot:                                                             4.000   1.723    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       6.989  1.80     12.580  2.20     15.376
Self Wt.       :      -2.731  1.85     -5.053  2.40     -6.555
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          :       4.258            7.527            8.821
 
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

