 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTB95 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 95 feet, girder spacing is 9.25 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 0.4*(Beam Length) from the ends of the beam. 
                     (9) The beam lifting and supporting points are both assumed are 3.25 feet and 11 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 8 ksi and 9.5 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_8702.tmp\BTB95-0_40\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       44.000
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.834
Number of spans         =            1
Number of lanes         =            3
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 =   1360275.00
 
SPAN DATA
---------
Precast length    , ft =     96.333
Bearing-to-bearing, ft =     95.000
Release span      , ft =     96.333
 
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   8.125
 2               IA-BTB    9.250    631.7    99980.0  36.00  17.14  34.00   9.250
 3               IA-BTB    9.250    631.7    99980.0  36.00  17.14  34.00   9.250
 4               IA-BTB    9.250    631.7    99980.0  36.00  17.14  34.00   9.250
 5               IA-BTB    9.250    631.7    99980.0  36.00  17.14  34.00   8.125
 
 
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      =      9.500           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5675.610        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   95.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   95.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   95.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   95.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   95.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   95.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   95.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   95.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   95.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   95.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   95.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   47.500
   1    2        0.500   47.500
   1    3        0.500   47.500
   1    4        0.500   47.500
   1    5        0.250   47.500
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   95.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   95.00   Right Barrier Weight
   1    DW Area        0.020   40.83          -       -    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   0.038*     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      9.50 ksi    4.00 ksi 
  Elasticity 5675.61 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    5.70 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.28 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    3.80 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.59 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        9.50      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    8.00        9.50      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    8.00        9.50      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    8.00        9.50      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    8.00        9.50      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 44 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 38.53 ft from member end )
 
END PATTERN (Ycg = 9.36 in):
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in 2 @ 24.000 in 
  2 @ 26.000 in  2 @ 28.000 in  2 @ 30.000 in  2 @ 32.000 in 
 
MID PATTERN (Ycg = 4.36 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    2.50  0.1250  0.3333 Yes       
       2 US#6[M19]  60.0  0.88    2.50  0.3333  0.5417 No        
       2 US#6[M19]  60.0  0.88    2.50  0.5417  0.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.00  0.7500  1.0833 No        
       2 US#6[M19]  60.0  0.88    4.00  1.0833  1.4167 Yes       
       2 US#6[M19]  60.0  0.88    4.00  1.4167  1.7500 No        
       2 US#6[M19]  60.0  0.88    6.00  1.7500  3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00  3.7500  4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.4167 14.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 14.9167 27.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 27.9167 39.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 39.1667 57.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 57.1667 68.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 68.4167 81.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00 81.4167 91.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 91.9167 92.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 92.5833 94.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 94.5833 94.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 94.9167 95.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 95.2500 95.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 95.5833 95.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 95.7917 96.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 96.0000 96.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 96.2083 96.3333 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 96.3330       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:
 44 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 38.53 ft from member end )
 
END PATTERN (Ycg = 9.36 in):
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in 2 @ 24.000 in 
  2 @ 26.000 in  2 @ 28.000 in  2 @ 30.000 in  2 @ 32.000 in 
 
MID PATTERN (Ycg = 4.36 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    2.50  0.1250  0.3333 Yes       
       2 US#6[M19]  60.0  0.88    2.50  0.3333  0.5417 No        
       2 US#6[M19]  60.0  0.88    2.50  0.5417  0.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.00  0.7500  1.0833 No        
       2 US#6[M19]  60.0  0.88    4.00  1.0833  1.4167 Yes       
       2 US#6[M19]  60.0  0.88    4.00  1.4167  1.7500 No        
       2 US#6[M19]  60.0  0.88    6.00  1.7500  3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00  3.7500  4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.4167 14.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 14.9167 27.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 27.9167 39.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 39.1667 57.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 57.1667 68.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 68.4167 81.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00 81.4167 91.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 91.9167 92.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 92.5833 94.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 94.5833 94.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 94.9167 95.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 95.2500 95.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 95.5833 95.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 95.7917 96.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 96.0000 96.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 96.2083 96.3333 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 96.3330       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:
 44 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 38.53 ft from member end )
 
END PATTERN (Ycg = 9.36 in):
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in 2 @ 24.000 in 
  2 @ 26.000 in  2 @ 28.000 in  2 @ 30.000 in  2 @ 32.000 in 
 
MID PATTERN (Ycg = 4.36 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    2.50  0.1250  0.3333 Yes       
       2 US#6[M19]  60.0  0.88    2.50  0.3333  0.5417 No        
       2 US#6[M19]  60.0  0.88    2.50  0.5417  0.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.00  0.7500  1.0833 No        
       2 US#6[M19]  60.0  0.88    4.00  1.0833  1.4167 Yes       
       2 US#6[M19]  60.0  0.88    4.00  1.4167  1.7500 No        
       2 US#6[M19]  60.0  0.88    6.00  1.7500  3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00  3.7500  4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.4167 14.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 14.9167 27.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 27.9167 39.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 39.1667 57.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 57.1667 68.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 68.4167 81.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00 81.4167 91.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 91.9167 92.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 92.5833 94.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 94.5833 94.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 94.9167 95.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 95.2500 95.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 95.5833 95.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 95.7917 96.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 96.0000 96.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 96.2083 96.3333 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 96.3330       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:
 44 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 38.53 ft from member end )
 
END PATTERN (Ycg = 9.36 in):
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in 2 @ 24.000 in 
  2 @ 26.000 in  2 @ 28.000 in  2 @ 30.000 in  2 @ 32.000 in 
 
MID PATTERN (Ycg = 4.36 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    2.50  0.1250  0.3333 Yes       
       2 US#6[M19]  60.0  0.88    2.50  0.3333  0.5417 No        
       2 US#6[M19]  60.0  0.88    2.50  0.5417  0.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.00  0.7500  1.0833 No        
       2 US#6[M19]  60.0  0.88    4.00  1.0833  1.4167 Yes       
       2 US#6[M19]  60.0  0.88    4.00  1.4167  1.7500 No        
       2 US#6[M19]  60.0  0.88    6.00  1.7500  3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00  3.7500  4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.4167 14.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 14.9167 27.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 27.9167 39.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 39.1667 57.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 57.1667 68.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 68.4167 81.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00 81.4167 91.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 91.9167 92.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 92.5833 94.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 94.5833 94.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 94.9167 95.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 95.2500 95.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 95.5833 95.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 95.7917 96.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 96.0000 96.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 96.2083 96.3333 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 96.3330       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:
 44 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 38.53 ft from member end )
 
END PATTERN (Ycg = 9.36 in):
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in 2 @ 24.000 in 
  2 @ 26.000 in  2 @ 28.000 in  2 @ 30.000 in  2 @ 32.000 in 
 
MID PATTERN (Ycg = 4.36 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 10 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    2.50  0.1250  0.3333 Yes       
       2 US#6[M19]  60.0  0.88    2.50  0.3333  0.5417 No        
       2 US#6[M19]  60.0  0.88    2.50  0.5417  0.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.00  0.7500  1.0833 No        
       2 US#6[M19]  60.0  0.88    4.00  1.0833  1.4167 Yes       
       2 US#6[M19]  60.0  0.88    4.00  1.4167  1.7500 No        
       2 US#6[M19]  60.0  0.88    6.00  1.7500  3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00  3.7500  4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.4167 14.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 14.9167 27.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 27.9167 39.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 39.1667 57.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 57.1667 68.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 68.4167 81.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00 81.4167 91.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 91.9167 92.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 92.5833 94.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 94.5833 94.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 94.9167 95.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 95.2500 95.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 95.5833 95.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 95.7917 96.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 96.0000 96.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 96.2083 96.3333 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 96.3330       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       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            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  =  97.500 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   95.00
     DC  Line       0.052      0.00       0.052   95.00
     DC  Line       0.076      0.00       0.076   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.333 ft
Release length = 96.333 ft
Design  length = 95.000 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)  : 0.683   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.970   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.069   (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           1212.5 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           265115 in4#
Ht. of c.g.           =        17.14 in             28.23 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1462.8 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7517

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     8.97    18.60    28.23    37.87    47.50
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    640.4    671.0    664.6    672.9    672.9    672.9    672.9    672.9
  Yb      ,  in    17.04    16.68    16.75    16.59    16.51    16.43    16.36    16.36
  MI(Ixx) , in4   100479   102307   101913   103132   104065   105118   106293   106293
Composite: (At Final, using Ec =  5675.6 ksi )
  Area    , in2   1220.6   1249.1   1243.1   1250.9   1250.9   1250.9   1250.9   1250.9
  Yb      ,  in    28.10    27.67    27.76    27.61    27.57    27.53    27.49    27.49
  MI(Ixx) , in4   267943   277978   275855   280172   282101   284146   286308   286308

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           =       9.50 ksi           4.00 ksi
  Elasticity         =    5675.61 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.70 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.28 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           =       3.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.59 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  44 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 38.53 ft from member end )
END PATTERN (Ycg = 9.36 in):
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in     2 @ 24.000 in
     2 @ 26.000 in     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.36 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in
SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
13      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 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     =    9.55 in2      Initial Pull          =     1872.1 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.221 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.026 ft
Holddown Force        =  20.215 kips     Beam Shrtng (PL/AE)   =      0.607 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)       
--------------------------------------------------------------------------------------
      4239.536         740 3137.257     15.652 63389.453   841.155     609.782        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.50       0.1250      0.3333    Yes
      2      US#6[M19]       60.00        0.88       2.50       0.3333      0.5417     No
      2      US#6[M19]       60.00        0.88       2.50       0.5417      0.7500    Yes
      2      US#6[M19]       60.00        0.88       4.00       0.7500      1.0833     No
      2      US#6[M19]       60.00        0.88       4.00       1.0833      1.4167    Yes
      2      US#6[M19]       60.00        0.88       4.00       1.4167      1.7500     No
      2      US#6[M19]       60.00        0.88       6.00       1.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167     14.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.9167     27.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.9167     39.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      39.1667     57.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      57.1667     68.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      68.4167     81.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00      81.4167     91.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      91.9167     92.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      92.5833     94.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      94.5833     94.9167     No
      2      US#6[M19]       60.00        0.88       4.00      94.9167     95.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00      95.2500     95.5833     No
      2      US#6[M19]       60.00        0.88       2.50      95.5833     95.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50      95.7917     96.0000     No
      2      US#6[M19]       60.00        0.88       2.50      96.0000     96.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      96.2083     96.3333     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 96.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.5480 in2       Ycg =  4.36 in
         P_init    =     1872.1 kips  Ecc = 12.78 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.02 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.767 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.47 ksi    0.00 ksi
    due to Composite Loads                                 -2.52 ksi    0.00 ksi
    due to Live Loads                                      -8.18 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                        16.46 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.02 ksi  (10.21 %)             7.36 ksi ( 3.76 %)
Total Prestress Losses                                    27.38 ksi (13.97 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 168.7 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    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    71.1    56.5   253.8   467.5   620.2   711.8   742.3
(Max)       V      31.3    29.7    30.0    25.4    19.0    12.7     6.3     0.0
DL-Prec.  : M       0.0    17.7    14.0    63.1   116.2   154.2   176.9   184.5
DC(Max)     V       7.8     7.4     7.5     6.3     4.7     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    87.0    69.1   310.4   571.8   758.6   870.6   907.9
Haunch (Max)V      38.2    36.4    36.7    31.0    23.3    15.5     7.8     0.0
Diaphragm : M       0.0     0.3     0.2     1.1     2.3     3.5     4.7     5.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.0    25.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.5    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    14.0    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.5     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   211.0   167.7   748.3  1363.8  1784.2  2034.0  2099.2
            V     124.8   120.5   121.4   108.4    91.6    74.8    51.6    34.8
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   124.8   120.5   121.4   108.4    92.6    77.5    63.1    49.2
            M       0.0   217.4   173.1   748.3  1289.5  1638.1  1787.2  1750.8
Total     : M+      0.0   436.8   347.0  1553.9  2848.1  3753.6  4294.9  4458.1
            V     224.0   214.9   216.8   188.9   152.0   115.1    71.8    34.9
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   224.0   214.9   216.8   188.9   153.0   117.8    83.3    49.4
            M       0.0   443.2   352.5  1553.9  2773.8  3607.5  4048.1  4109.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   93.16   92.67   95.00
Self wt.  : M     711.8   620.2   467.5   253.8    56.5    71.1     0.0
(Max)       V       6.3    12.7    19.0    25.4    30.0    29.7    31.3
DL-Prec.  : M     176.9   154.2   116.2    63.1    14.0    17.7     0.0
DC(Max)     V       1.6     3.2     4.7     6.3     7.5     7.4     7.8
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
Deck +    : M     870.6   758.6   571.8   310.4    69.1    87.0     0.0
Haunch (Max)V       7.8    15.5    23.3    31.0    36.7    36.4    38.2
Diaphragm : M       4.7     3.5     2.3     1.1     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     320.2   279.0   210.3   114.2    25.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.5    13.4    14.1
DL-Comp   : M     176.7   153.9   116.0    63.0    14.0    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.5     7.4     7.8
LL + I    : M+   2034.0  1784.2  1363.8   748.3   167.7   211.0     0.0
            V      51.6    74.8    91.6   108.4   121.4   120.5   124.8
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.1    77.5    92.6   108.4   121.4   120.5   124.8
            M    1787.2  1638.1  1289.5   748.3   173.1   217.4    -0.0
Total     : M+   4294.9  3753.6  2848.1  1553.9   347.0   436.8     0.0
            V      71.8   115.1   152.0   188.9   216.8   214.9   224.0
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    83.3   117.8   153.0   188.9   216.8   214.9   224.0
            M    4048.1  3607.5  2773.8  1553.9   352.5   443.2    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.3             31.3
Deck+Haunch            38.2             38.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            7.8              7.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           38.8             38.8
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
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    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    71.1    56.5   253.8   467.5   620.2   711.8   742.3
(Max)       V      31.3    29.7    30.0    25.4    19.0    12.7     6.3     0.0
DL-Prec.  : M       0.0    17.7    14.0    63.1   116.2   154.2   176.9   184.5
DC(Max)     V       7.8     7.4     7.5     6.3     4.7     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    87.0    69.1   310.4   571.8   758.6   870.6   907.9
Haunch (Max)V      38.2    36.4    36.7    31.0    23.3    15.5     7.8     0.0
Diaphragm : M       0.0     0.3     0.2     1.1     2.3     3.5     4.7     5.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.0    25.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.5    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    14.0    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.5     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   168.8   134.1   598.6  1091.0  1427.4  1627.2  1679.4
            V      99.8    96.4    97.1    86.7    73.3    59.8    41.3    27.8
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    99.8    96.4    97.1    86.7    74.1    62.0    50.4    39.4
            M       0.0   173.9   138.5   598.6  1031.6  1310.5  1429.7  1400.7
Total     : M+      0.0   394.6   313.5  1404.2  2575.3  3396.7  3888.1  4038.3
            V     199.0   190.8   192.5   167.2   133.7   100.1    61.5    27.9
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   199.0   190.8   192.5   167.2   134.5   102.3    70.7    39.5
            M       0.0   399.7   317.8  1404.2  2515.9  3279.8  3690.6  3759.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   93.16   92.67   95.00
Self wt.  : M     711.8   620.2   467.5   253.8    56.5    71.1     0.0
(Max)       V       6.3    12.7    19.0    25.4    30.0    29.7    31.3
DL-Prec.  : M     176.9   154.2   116.2    63.1    14.0    17.7     0.0
DC(Max)     V       1.6     3.2     4.7     6.3     7.5     7.4     7.8
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
Deck +    : M     870.6   758.6   571.8   310.4    69.1    87.0     0.0
Haunch (Max)V       7.8    15.5    23.3    31.0    36.7    36.4    38.2
Diaphragm : M       4.7     3.5     2.3     1.1     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     320.2   279.0   210.3   114.2    25.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.5    13.4    14.1
DL-Comp   : M     176.7   153.9   116.0    63.0    14.0    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.5     7.4     7.8
LL + I    : M+   1627.2  1427.4  1091.0   598.6   134.1   168.8     0.0
            V      41.3    59.8    73.3    86.7    97.1    96.4    99.8
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    50.4    62.0    74.1    86.7    97.1    96.4    99.8
            M    1429.7  1310.5  1031.6   598.6   138.5   173.9    -0.0
Total     : M+   3888.1  3396.7  2575.3  1404.2   313.5   394.6     0.0
            V      61.5   100.1   133.7   167.2   192.5   190.8   199.0
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    70.7   102.3   134.5   167.2   192.5   190.8   199.0
            M    3690.6  3279.8  2515.9  1404.2   317.8   399.7    -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    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    88.9    70.6   317.3   584.4   775.2   889.7   927.9
(Max)       V      39.1    37.2    37.6    31.7    23.8    15.8     7.9     0.0
Self wt.  : M       0.0    64.0    50.9   228.4   420.8   558.2   640.6   668.1
(Min)       V      28.1    26.7    27.0    22.8    17.1    11.4     5.7     0.0
DL-Prec.  : M       0.0    22.1    17.6    78.9   145.3   192.7   221.2   230.7
DC(Max)     V       9.7     9.2     9.3     7.9     5.9     3.9     2.0     0.0
DL-Prec.  : M       0.0    15.9    12.6    56.8   104.6   138.8   159.2   166.1
DC(Min)     V       7.0     6.6     6.7     5.7     4.3     2.8     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   108.8    86.4   388.0   714.8   948.2  1088.2  1134.9
Haunch (Max)V      47.8    45.4    45.9    38.8    29.1    19.4     9.7     0.0
Deck +    : M       0.0    78.3    62.2   279.4   514.7   682.7   783.5   817.1
Haunch (Min)V      34.4    32.7    33.1    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.4     0.3     1.4     2.9     4.4     5.9     7.4
(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     1.0     2.1     3.2     4.3     5.3
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    40.0    31.8   142.7   262.9   348.7   400.2   417.4
DC(Max)     V      17.6    16.7    16.9    14.3    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    28.8    22.9   102.8   189.3   251.1   288.2   300.5
DC(Min)     V      12.7    12.0    12.2    10.3     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    26.5    21.0    94.5   174.1   230.9   265.0   276.4
DW(Max)     V      11.6    11.1    11.2     9.4     7.1     4.7     2.4     0.0
DL-Comp   : M       0.0    11.5     9.1    40.9    75.4   100.1   114.8   119.8
DW(Min)     V       5.0     4.8     4.8     4.1     3.1     2.0     1.0     0.0
LL + I    : M+      0.0   369.2   293.4  1309.5  2386.6  3122.4  3559.4  3673.7
            V     218.4   211.0   212.5   189.8   160.3   130.9    90.3    60.9
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   218.4   211.0   212.5   189.8   162.1   135.7   110.4    86.2
            M       0.0   380.5   302.9  1309.5  2256.6  2866.6  3127.5  3064.0
Total     : M+      0.0   655.9   521.1  2332.2  4271.0  5622.6  6429.7  6668.3
            V     344.3   330.7   333.6   291.9   237.0   182.0   116.0    61.0
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   344.3   330.7   333.6   291.9   238.8   186.8   136.0    86.3
            M       0.0   667.1   530.6  2332.2  4141.0  5366.8  5997.8  6058.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   93.16   92.67   95.00
Self wt.  : M     889.7   775.2   584.4   317.3    70.6    88.9     0.0
(Max)       V       7.9    15.8    23.8    31.7    37.6    37.2    39.1
Self wt.  : M     640.6   558.2   420.8   228.4    50.9    64.0     0.0
(Min)       V       5.7    11.4    17.1    22.8    27.0    26.7    28.1
DL-Prec.  : M     221.2   192.7   145.3    78.9    17.6    22.1     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.3     9.2     9.7
DL-Prec.  : M     159.2   138.8   104.6    56.8    12.6    15.9     0.0
DC(Min)     V       1.4     2.8     4.3     5.7     6.7     6.6     7.0
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    1088.2   948.2   714.8   388.0    86.4   108.8     0.0
Haunch (Max)V       9.7    19.4    29.1    38.8    45.9    45.4    47.8
Deck +    : M     783.5   682.7   514.7   279.4    62.2    78.3     0.0
Haunch (Min)V       7.0    14.0    20.9    27.9    33.1    32.7    34.4
Diaphragm : M       5.9     4.4     2.9     1.4     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.3     3.2     2.1     1.0     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     400.2   348.7   262.9   142.7    31.8    40.0     0.0
DC(Max)     V       3.6     7.1    10.7    14.3    16.9    16.7    17.6
DL-Comp   : M     288.2   251.1   189.3   102.8    22.9    28.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.3    12.2    12.0    12.7
DL-Comp   : M     265.0   230.9   174.1    94.5    21.0    26.5     0.0
DW(Max)     V       2.4     4.7     7.1     9.4    11.2    11.1    11.6
DL-Comp   : M     114.8   100.1    75.4    40.9     9.1    11.5     0.0
DW(Min)     V       1.0     2.0     3.1     4.1     4.8     4.8     5.0
LL + I    : M+   3559.4  3122.4  2386.6  1309.5   293.4   369.2     0.0
            V      90.3   130.9   160.3   189.8   212.5   211.0   218.4
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   110.4   135.7   162.1   189.8   212.5   211.0   218.4
            M    3127.5  2866.6  2256.6  1309.5   302.9   380.5    -0.0
Total     : M+   6429.7  5622.6  4271.0  2332.2   521.1   655.9     0.0
            V     116.0   182.0   237.0   291.9   333.6   330.7   344.3
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   136.0   186.8   238.8   291.9   333.6   330.7   344.3
            M    5997.8  5366.8  4141.0  2332.2   530.6   667.1    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.1             39.1
Deck+Haunch            47.8             47.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            9.7              9.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           58.2             58.2
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
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    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    71.1    56.5   253.8   467.5   620.2   711.8   742.3
(Max)       V      31.3    29.7    30.0    25.4    19.0    12.7     6.3     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    17.7    14.0    63.1   116.2   154.2   176.9   184.5
DC(Max)     V       7.8     7.4     7.5     6.3     4.7     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    87.0    69.1   310.4   571.8   758.6   870.6   907.9
Haunch (Max)V      38.2    36.4    36.7    31.0    23.3    15.5     7.8     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     1.1     2.3     3.5     4.7     5.9
(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    32.0    25.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.5    11.4     8.6     5.7     2.9     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    17.7    14.0    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.5     6.3     4.7     3.1     1.6     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   210.2   167.2   736.1  1311.4  1708.4  1911.0  1890.2
            V     125.2   121.2   122.0   109.7    94.2    72.0    56.5    41.0
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   125.2   121.2   122.0   109.7    94.2    78.7    63.2    47.7
            M       0.0   210.2   167.2   736.1  1311.4  1663.3  1791.8  1697.0
Total     : M+      0.0   436.0   346.5  1541.8  2795.7  3677.8  4171.9  4249.1
            V     224.4   215.5   217.3   190.2   154.6   112.3    76.7    41.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   224.4   215.5   217.3   190.2   154.6   119.0    83.4    47.9
            M       0.0   436.0   346.5  1541.8  2795.7  3632.7  4052.8  4055.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   93.16   92.67   95.00
Self wt.  : M     711.8   620.2   467.5   253.8    56.5    71.1     0.0
(Max)       V       6.3    12.7    19.0    25.4    30.0    29.7    31.3
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     176.9   154.2   116.2    63.1    14.0    17.7     0.0
DC(Max)     V       1.6     3.2     4.7     6.3     7.5     7.4     7.8
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     870.6   758.6   571.8   310.4    69.1    87.0     0.0
Haunch (Max)V       7.8    15.5    23.3    31.0    36.7    36.4    38.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.7     3.5     2.3     1.1     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     320.2   279.0   210.3   114.2    25.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.5    13.4    14.1
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     176.7   153.9   116.0    63.0    14.0    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.5     7.4     7.8
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+   1911.0  1708.4  1311.4   736.1   167.2   210.2     0.0
            V      56.5    72.0    94.2   109.7   122.0   121.2   125.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.2    78.7    94.2   109.7   122.0   121.2   125.2
            M    1791.8  1663.3  1311.4   736.1   167.2   210.2     0.0
Total     : M+   4171.9  3677.8  2795.7  1541.8   346.5   436.0     0.0
            V      76.7   112.3   154.6   190.2   217.3   215.5   224.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    83.4   119.0   154.6   190.2   217.3   215.5   224.4
            M    4052.8  3632.7  2795.7  1541.8   346.5   436.0     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    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.209   0.621   1.098   1.432   1.625   1.693 
Bottom        -0.180  -0.530  -0.930  -1.203  -1.353  -1.410 
 
Prestress
Precast-top    0.144  -0.204  -0.600  -0.988  -1.367  -1.367 
Bottom         4.836   5.334   5.648   5.949   6.238   6.238 
 
Total
Precast-top    0.352   0.416   0.497   0.444   0.258   0.325 
Bottom         4.656   4.803   4.718   4.746   4.884   4.828 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.02 %)
             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    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top    0.050   0.125   0.121  -0.178  -0.522  -0.860  -1.189  -1.189
Bottom         0.979   4.206   3.554   4.639   4.912   5.175   5.425   5.425
 
Self wt.
Precast-top   -0.000   0.161   0.128   0.573   1.051   1.385   1.578   1.646
Bottom        -0.000  -0.139  -0.111  -0.490  -0.890  -1.164  -1.314  -1.371
 
DL-Prec (DC)
Precast-top   -0.000   0.040   0.032   0.143   0.261   0.344   0.392   0.409
Bottom        -0.000  -0.035  -0.028  -0.122  -0.221  -0.289  -0.327  -0.341
 
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   0.010   0.013
Bottom        -0.000  -0.001  -0.000  -0.002  -0.004  -0.007  -0.009  -0.011
 
Deck + Haunch
Precast-top   -0.000   0.197   0.157   0.701   1.285   1.694   1.931   2.013
Bottom        -0.000  -0.170  -0.136  -0.599  -1.089  -1.423  -1.608  -1.677
 
DL-Comp (DC)
Topping-top   -0.000   0.017   0.014   0.061   0.112   0.148   0.169   0.176
Precast-top   -0.000   0.012   0.009   0.041   0.075   0.100   0.114   0.119
Bottom        -0.000  -0.038  -0.031  -0.135  -0.247  -0.324  -0.369  -0.385
 
DL-Comp (DW)
Topping-top   -0.000   0.010   0.008   0.034   0.062   0.082   0.093   0.097
Precast-top   -0.000   0.006   0.005   0.023   0.042   0.055   0.063   0.066
Bottom        -0.000  -0.021  -0.017  -0.074  -0.136  -0.179  -0.204  -0.212
 
LL+I(+)
Topping-top   -0.000   0.114   0.090   0.401   0.727   0.947   1.074   1.108
Precast-top   -0.000   0.076   0.060   0.269   0.489   0.638   0.725   0.748
Bottom        -0.000  -0.252  -0.202  -0.885  -1.599  -2.075  -2.344  -2.419
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.140   0.112   0.496   0.901   1.177   1.336   1.382 
Precast-top    0.050   0.618   0.513   1.575   2.686   3.365   3.625   3.826 
Bottom         0.979   3.550   3.028   2.332   0.726  -0.286  -0.749  -0.990 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.027   0.021   0.095   0.174   0.230   0.262   0.274 
Precast-top    0.050   0.542   0.452   1.306   2.197   2.727   2.900   3.077 
Bottom         0.979   3.802   3.230   3.217   2.325   1.789   1.595   1.429 
 

 
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    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.209   0.621   1.098   1.432   1.625   1.693 
Bottom        -0.180  -0.530  -0.930  -1.203  -1.353  -1.410 
 
Prestress
Precast-top    0.144  -0.204  -0.600  -0.988  -1.367  -1.367 
Bottom         4.836   5.334   5.648   5.949   6.238   6.238 
 
Total
Precast-top    0.352   0.416   0.497   0.444   0.258   0.325 
Bottom         4.656   4.803   4.718   4.746   4.884   4.828 
 
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 = 13.02 %)
             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    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top    0.050   0.125   0.121  -0.178  -0.522  -0.860  -1.189  -1.189
Bottom         0.979   4.206   3.554   4.639   4.912   5.175   5.425   5.425
 
Self wt.
Precast-top   -0.000   0.161   0.128   0.573   1.051   1.385   1.578   1.646
Bottom        -0.000  -0.139  -0.111  -0.490  -0.890  -1.164  -1.314  -1.371
 
DL-Prec (DC)
Precast-top   -0.000   0.040   0.032   0.143   0.261   0.344   0.392   0.409
Bottom        -0.000  -0.035  -0.028  -0.122  -0.221  -0.289  -0.327  -0.341
 
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   0.010   0.013
Bottom        -0.000  -0.001  -0.000  -0.002  -0.004  -0.007  -0.009  -0.011
 
Deck + Haunch
Precast-top   -0.000   0.197   0.157   0.701   1.285   1.694   1.931   2.013
Bottom        -0.000  -0.170  -0.136  -0.599  -1.089  -1.423  -1.608  -1.677
 
DL-Comp (DC)
Topping-top   -0.000   0.017   0.014   0.061   0.112   0.148   0.169   0.176
Precast-top   -0.000   0.012   0.009   0.041   0.075   0.100   0.114   0.119
Bottom        -0.000  -0.038  -0.031  -0.135  -0.247  -0.324  -0.369  -0.385
 
DL-Comp (DW)
Topping-top   -0.000   0.010   0.008   0.034   0.062   0.082   0.093   0.097
Precast-top   -0.000   0.006   0.005   0.023   0.042   0.055   0.063   0.066
Bottom        -0.000  -0.021  -0.017  -0.074  -0.136  -0.179  -0.204  -0.212
 
LL+I(+)
Topping-top   -0.000   0.091   0.072   0.321   0.582   0.758   0.859   0.887
Precast-top   -0.000   0.061   0.048   0.215   0.391   0.510   0.580   0.599
Bottom        -0.000  -0.202  -0.162  -0.708  -1.280  -1.660  -1.875  -1.935
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.118   0.094   0.416   0.756   0.987   1.121   1.160 
Precast-top    0.050   0.603   0.500   1.521   2.588   3.237   3.480   3.676 
Bottom         0.979   3.601   3.068   2.509   1.045   0.129  -0.280  -0.506 
 

 
 
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    8.97   18.60   28.23   37.87   47.50
F_LL+I(+)
Topping-top   -0.000   0.113   0.090   0.394   0.699   0.907   1.009   0.998
Precast-top   -0.000   0.076   0.060   0.265   0.470   0.611   0.681   0.674
Bottom        -0.000  -0.251  -0.202  -0.870  -1.538  -1.986  -2.202  -2.178
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.126   0.101   0.442   0.786   1.022   1.140   1.135 
Precast-top    0.025   0.347   0.286   0.917   1.569   1.974   2.131   2.213 
Bottom         0.489   1.650   1.413   0.738  -0.375  -1.092  -1.405  -1.464 
 

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
    344.3    6.5   40.4    1.037   3.9   6.00e-3 50.0    356.7     2.135    4.224      0.00
      0.0    1.1   39.8     42.0 0.154      22.0 0.87    12.00     0.127    1.617 
Transfer:   3.00
    330.7    6.5   40.4    4.668  17.6  -0.07e-3 28.7    227.8     0.658    1.760      0.00
    667.1    4.8   38.0    189.0 0.149     122.0 5.07    12.00     0.127    1.644 
Critical:   3.73
    325.7    6.5   39.3    5.214  17.6  -0.10e-3 28.6    223.0     0.662    1.760      0.00
    873.0    5.0   36.8    189.0 0.151     121.2 5.20    12.00     0.127    1.619 
0.1L    :   9.63
    291.9    6.5   38.7    7.695  17.6  -0.11e-3 28.6    190.1     0.587    0.827      0.00
   2332.2    6.8   35.3    189.0 0.141     116.7 5.21    12.00     0.127    1.239 
0.2L    :  19.27
    238.8    6.5   37.4    9.548  17.6  -0.03e-3 28.9    142.8     0.467    0.620      0.00
   4141.0    7.3   33.8    189.0 0.119     104.9 4.91    24.00     0.127    1.176 
0.3L    :  28.90
    186.8    6.5   38.6    9.548  17.6   0.75e-3 31.6    122.1     0.430    0.496      0.00
   5366.8    7.3   35.0    189.0 0.088      67.9 3.07    24.00     0.127    1.090 
0.4L    :  38.53
    136.0    6.5   39.9    9.548   0.0   1.17e-3 33.1     92.4     0.332    0.496      0.00
   5997.8    7.3   36.2    189.0 0.068      58.7 2.56    24.00     0.127    1.301 
0.5L    :  48.17
     86.3    6.5   39.9    9.548   0.0   1.06e-3 32.7     34.6     0.127    0.413      0.00
   6058.6    7.3   36.2    189.0 0.043      61.4 2.67    24.00     0.127    1.855 
0.6L    :  57.80
    136.0    6.5   39.9    9.548   0.0   1.17e-3 33.1     92.4     0.332    0.496      0.00
   5997.8    7.3   36.2    189.0 0.068      58.7 2.56    24.00     0.127    1.301 
0.7L    :  67.43
    186.8    6.5   38.6    9.548  17.6   0.75e-3 31.6    122.1     0.430    0.496      0.00
   5366.8    7.3   35.0    189.0 0.088      67.9 3.07    24.00     0.127    1.090 
0.8L    :  77.07
    238.8    6.5   37.4    9.548  17.6  -0.03e-3 28.9    142.8     0.467    0.620      0.00
   4141.0    7.3   33.8    189.0 0.119     104.9 4.91    24.00     0.127    1.176 
0.9L    :  86.70
    291.9    6.5   38.7    7.695  17.6  -0.11e-3 28.6    190.1     0.587    0.827      0.00
   2332.2    6.8   35.3    189.0 0.141     116.7 5.21    12.00     0.127    1.239 
Critical:  92.60
    326.2    6.5   39.3    5.188  17.6  -0.10e-3 28.6    223.7     0.664    1.760      0.00
    850.8    5.0   36.8    189.0 0.152     121.1 5.19    12.00     0.127    1.617 
Transfer:  93.33
    330.7    6.5   40.4    4.668  17.6  -0.07e-3 28.7    227.8     0.658    1.760      0.00
    667.1    4.8   38.0    189.0 0.149     122.0 5.07    12.00     0.127    1.644 
Bearing :  95.67
    344.3    6.5   40.4    1.037   3.9   6.00e-3 50.0    356.7     2.135    4.224      0.00
      0.0    1.1   39.8     42.0 0.154      22.0 0.87    12.00     0.127    1.617 
 

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
    344.3      9.61     40.37    1.10       39.83    24.00      0.300      2.452      0.241      4.224 
Transfer:      2.33
    330.7      9.67     40.37    4.77       37.99    24.00      0.300      2.474      0.254      1.760 
Critical:      3.07
    326.4      9.85     39.32    5.02       36.81    24.00      0.300      2.535      0.291      1.760 
0.1L    :      8.97
    291.9      9.18     38.72    6.75       35.35    24.00      0.300      2.309      0.156      0.827 
0.2L    :     18.60
    238.8      7.86     37.39    7.27       33.75    24.00      0.300      1.871      0.000      0.620 
0.3L    :     28.23
    186.8      5.93     38.64    7.29       34.99    24.00      0.300      1.228      0.000      0.496 
0.4L    :     37.87
    136.0      4.17     39.89    7.31       36.23    24.00      0.300      0.640      0.000      0.496 
0.5L    :     47.50
     86.3      2.65     39.89    7.31       36.23    24.00      0.300      0.133      0.000      0.413 
0.6L    :     57.13
    136.0      4.17     39.89    7.31       36.23    24.00      0.300      0.640      0.000      0.496 
0.7L    :     66.77
    186.8      5.93     38.64    7.29       34.99    24.00      0.300      1.228      0.000      0.496 
0.8L    :     76.40
    238.8      7.86     37.39    7.27       33.75    24.00      0.300      1.871      0.000      0.620 
0.9L    :     86.03
    291.9      9.18     38.72    6.75       35.35    24.00      0.300      2.309      0.156      0.827 
Critical:     91.93
    326.4      9.85     39.32    5.00       36.82    24.00      0.300      2.534      0.290      1.760 
Transfer:     92.67
    330.7      9.67     40.37    4.77       37.99    24.00      0.300      2.474      0.254      1.760 
Bearing :     95.00
    344.3      9.61     40.37    1.10       39.83    24.00      0.300      2.452      0.241      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.97 ft
Prestress      :       2.121  1.80      3.818  2.20      4.666
Self Wt.       :      -0.724  1.85     -1.339  2.40     -1.737
Deck + Haunch  :                       -0.748  2.30     -1.721
DL-Prec. (DC)  :                       -0.152  3.00     -0.456
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.101  3.00     -0.304
DL-Comp. (DW)  :                       -0.056  3.00     -0.168
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 18.60 ft
Prestress      :       3.812  1.80      6.862  2.20      8.387
Self Wt.       :      -1.357  1.85     -2.510  2.40     -3.257
Deck + Haunch  :                       -1.456  2.30     -3.350
DL-Prec. (DC)  :                       -0.296  3.00     -0.888
Diaphragm      :                       -0.007  3.00     -0.022
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.198  3.00     -0.593
DL-Comp. (DW)  :                       -0.109  3.00     -0.327
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 28.23 ft
Prestress      :       5.020  1.80      9.036  2.20     11.044
Self Wt.       :      -1.839  1.85     -3.402  2.40     -4.414
Deck + Haunch  :                       -1.998  2.30     -4.594
DL-Prec. (DC)  :                       -0.406  3.00     -1.218
Diaphragm      :                       -0.010  3.00     -0.031
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.272  3.00     -0.815
DL-Comp. (DW)  :                       -0.150  3.00     -0.450
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 37.87 ft
Prestress      :       5.710  1.80     10.278  2.20     12.562
Self Wt.       :      -2.130  1.85     -3.941  2.40     -5.113
Deck + Haunch  :                       -2.325  2.30     -5.348
DL-Prec. (DC)  :                       -0.473  3.00     -1.418
Diaphragm      :                       -0.012  3.00     -0.036
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.317  3.00     -0.952
DL-Comp. (DW)  :                       -0.175  3.00     -0.525
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 47.50 ft
Prestress      :       5.973  1.80     10.752  2.20     13.141
Self Wt.       :      -2.237  1.85     -4.138  2.40     -5.368
Deck + Haunch  :                       -2.445  2.30     -5.623
DL-Prec. (DC)  :                       -0.497  3.00     -1.491
Diaphragm      :                       -0.013  3.00     -0.038
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.334  3.00     -1.001
DL-Comp. (DW)  :                       -0.184  3.00     -0.553
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 57.13 ft
Prestress      :       5.710  1.80     10.278  2.20     12.562
Self Wt.       :      -2.130  1.85     -3.941  2.40     -5.113
Deck + Haunch  :                       -2.325  2.30     -5.348
DL-Prec. (DC)  :                       -0.473  3.00     -1.418
Diaphragm      :                       -0.012  3.00     -0.036
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.317  3.00     -0.952
DL-Comp. (DW)  :                       -0.175  3.00     -0.525
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 66.77 ft
Prestress      :       5.020  1.80      9.036  2.20     11.044
Self Wt.       :      -1.839  1.85     -3.402  2.40     -4.414
Deck + Haunch  :                       -1.998  2.30     -4.594
DL-Prec. (DC)  :                       -0.406  3.00     -1.218
Diaphragm      :                       -0.010  3.00     -0.031
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.272  3.00     -0.815
DL-Comp. (DW)  :                       -0.150  3.00     -0.450
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 76.40 ft
Prestress      :       3.812  1.80      6.862  2.20      8.387
Self Wt.       :      -1.357  1.85     -2.510  2.40     -3.257
Deck + Haunch  :                       -1.456  2.30     -3.350
DL-Prec. (DC)  :                       -0.296  3.00     -0.888
Diaphragm      :                       -0.007  3.00     -0.022
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.198  3.00     -0.593
DL-Comp. (DW)  :                       -0.109  3.00     -0.327
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 86.03 ft
Prestress      :       2.121  1.80      3.818  2.20      4.666
Self Wt.       :      -0.724  1.85     -1.339  2.40     -1.737
Deck + Haunch  :                       -0.748  2.30     -1.721
DL-Prec. (DC)  :                       -0.152  3.00     -0.456
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.101  3.00     -0.304
DL-Comp. (DW)  :                       -0.056  3.00     -0.168
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 1,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.33
   655.9    35.0  6.125  257.9    5.6   4.77   4298.7  0.020T 1.00       -       -     -     -  
H/2     :   1.84
   521.1    35.0  5.125  259.8    4.7   4.02   3657.5  0.024T 1.00       -       -     -     -  
0.1L    :   8.97
  2332.2    36.0  8.838  253.3    7.9   6.75   6077.7  0.013T 1.00       -       -     -     -  
0.2L    :  18.60
  4271.0    37.4  9.538  252.7    8.6   7.27   6777.5  0.012T 1.00   4894.8  4894.8    1.38    -  
0.3L    :  28.23
  5622.6    38.6  9.548  253.2    8.6   7.29   7049.5  0.012T 1.00   4970.7  4970.7    1.42    -  
0.4L    :  37.87
  6429.7    39.9  9.548  253.7    8.6   7.31   7314.1  0.012T 1.00   5143.1  5143.1    1.42    -  
0.5L    :  47.50
  6668.3    39.9  9.548  253.7    8.6   7.31   7314.1  0.012T 1.00   5096.9  5096.9    1.44    -  
0.6L    :  57.13
  6429.7    39.9  9.548  253.7    8.6   7.31   7314.1  0.012T 1.00   5143.1  5143.1    1.42    -  
0.7L    :  66.77
  5622.6    38.6  9.548  253.2    8.6   7.29   7049.5  0.012T 1.00   4970.7  4970.7    1.42    -  
0.8L    :  76.40
  4271.0    37.4  9.538  252.7    8.6   7.27   6777.5  0.012T 1.00   4894.8  4894.8    1.38    -  
0.9L    :  86.03
  2332.2    36.0  8.838  253.3    7.9   6.75   6077.7  0.013T 1.00       -       -     -     -  
H/2     :  93.16
   521.1    35.0  5.125  259.8    4.7   4.02   3657.5  0.024T 1.00       -       -     -     -  
Transfer:  92.67
   655.9    35.0  6.125  257.9    5.6   4.77   4298.7  0.020T 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 1-22; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.100    0.478
        M   2.00 Fb     0.150   -0.174
 
  2   2 E  32.00 Ft     0.446    0.769
        M  10.00 Fb     0.088   -0.188
 
  3   2 E  30.00 Ft     0.759    1.028
        M   8.00 Fb     0.054   -0.175
 
  4   2 E  28.00 Ft     1.040    1.254
        M   6.00 Fb     0.047   -0.134
 
  5   2 E  26.00 Ft     1.289    1.449
        M   4.00 Fb     0.068   -0.066
 
  6   2 E  24.00 Ft     1.506    1.612
        M   2.00 Fb     0.117    0.029
 
  7   2 E   6.00 Ft     1.461    1.569
        M   6.00 Fb     0.392    0.300
 
  8   2 E   6.00 Ft     1.417    1.525
        M   6.00 Fb     0.667    0.572
 
  9   2 E   6.00 Ft     1.372    1.482
        M   6.00 Fb     0.942    0.843
 
 10   2 E   6.00 Ft     1.327    1.439
        M   6.00 Fb     1.217    1.115
 
 11   2 E   6.00 Ft     1.282    1.396
        M   6.00 Fb     1.491    1.386
 
 12   2 E   4.00 Ft     1.205    1.320
        M   4.00 Fb     1.794    1.685
 
 13   2 E   4.00 Ft     1.205    1.245
        M   4.00 Fb     1.794    1.986
 
 14   2 E   4.00 Ft     1.129    1.169
        M   4.00 Fb     2.096    2.285
 
 15   2 E   4.00 Ft     1.052    1.094
        M   4.00 Fb     2.399    2.584
 
 16   2 E   4.00 Ft     0.975    1.019
        M   4.00 Fb     2.702    2.882
 
 17   2 E   4.00 Ft     0.898    0.944
        M   4.00 Fb     3.004    3.181
 
 18   2 E   2.00 Ft     0.789    0.836
        M   2.00 Fb     3.334    3.508
 
 19   2 E   2.00 Ft     0.680    0.729
        M   2.00 Fb     3.665    3.834
 
 20   2 E   2.00 Ft     0.571    0.622
        M   2.00 Fb     3.995    4.160
 
 21   2 E   2.00 Ft     0.462    0.514
        M   2.00 Fb     4.325    4.486
 
 22   2 E   2.00 Ft     0.353    0.407
        M   2.00 Fb     4.655    4.813
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 96.33            Release Length, ft: 96.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  44
No. of strands, Draped:  10           No. of strands, Straight:  34
Concrete Strength, f'ci:   8.0  ksi        f'c:   9.5 ksi  f'ct   4.0 ksi
Initial losses: 10.21 %               Final losses: 13.97 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       4.884   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.258   0.4L/0.6L
      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)                  7314.14     6668.35     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %      16.67 %               NG
      Max. Debond Total                     0.00 %       4.55 %               NG
 
                       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   1.382     Midspan    1.800   0.274     Midspan
    Pre.Top:   5.700   3.826     Midspan    4.275   3.077     Midspan
    Pre.Bot:   5.700   3.550    Transfer    4.275   3.802    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.586   0.050     Bearing
    Pre.Bot:  -0.586  -0.506     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.800   2.213     Midspan
    Pre.Bot:                                                             3.800   1.650    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.973  1.80     10.752  2.20     13.141
Self Wt.       :      -2.237  1.85     -4.138  2.40     -5.368
Deck + Haunch  :                       -2.445  2.30     -5.623
DL-Prec. (DC)  :                       -0.497  3.00     -1.491
Diaphragm      :                       -0.013  3.00     -0.038
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.334  3.00     -1.001
DL-Comp. (DW)  :                       -0.184  3.00     -0.553
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            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  = 111.000 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   95.00
     DC  Line       0.087      0.00       0.087   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.333 ft
Release length = 96.333 ft
Design  length = 95.000 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)  : 0.698   (Calculated)    
Live Moment (1  lane  loaded)  : 0.484   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.221   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.977   (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           1291.1 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           276409 in4#
Ht. of c.g.           =        17.14 in             28.97 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1571.8 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7517

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     8.97    18.60    28.23    37.87    47.50
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    640.4    671.0    664.6    672.9    672.9    672.9    672.9    672.9
  Yb      ,  in    17.04    16.68    16.75    16.59    16.51    16.43    16.36    16.36
  MI(Ixx) , in4   100479   102307   101913   103132   104065   105118   106293   106293
Composite: (At Final, using Ec =  5675.6 ksi )
  Area    , in2   1299.3   1327.8   1321.8   1329.5   1329.5   1329.5   1329.5   1329.5
  Yb      ,  in    28.84    28.42    28.51    28.36    28.33    28.29    28.26    28.26
  MI(Ixx) , in4   279467   290318   288022   292625   294626   296745   298979   298979

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           =       9.50 ksi           4.00 ksi
  Elasticity         =    5675.61 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.70 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.28 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           =       3.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.59 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  44 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 38.53 ft from member end )
END PATTERN (Ycg = 9.36 in):
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in     2 @ 24.000 in
     2 @ 26.000 in     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.36 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in
SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
13      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 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     =    9.55 in2      Initial Pull          =     1872.1 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.369 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.211 ft
Holddown Force        =  20.215 kips     Beam Shrtng (PL/AE)   =      0.607 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)       
--------------------------------------------------------------------------------------
      4239.536         740 3137.257     15.652 63389.453   841.155     609.782        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.50       0.1250      0.3333    Yes
      2      US#6[M19]       60.00        0.88       2.50       0.3333      0.5417     No
      2      US#6[M19]       60.00        0.88       2.50       0.5417      0.7500    Yes
      2      US#6[M19]       60.00        0.88       4.00       0.7500      1.0833     No
      2      US#6[M19]       60.00        0.88       4.00       1.0833      1.4167    Yes
      2      US#6[M19]       60.00        0.88       4.00       1.4167      1.7500     No
      2      US#6[M19]       60.00        0.88       6.00       1.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167     14.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.9167     27.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.9167     39.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      39.1667     57.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      57.1667     68.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      68.4167     81.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00      81.4167     91.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      91.9167     92.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      92.5833     94.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      94.5833     94.9167     No
      2      US#6[M19]       60.00        0.88       4.00      94.9167     95.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00      95.2500     95.5833     No
      2      US#6[M19]       60.00        0.88       2.50      95.5833     95.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50      95.7917     96.0000     No
      2      US#6[M19]       60.00        0.88       2.50      96.0000     96.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      96.2083     96.3333     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 96.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.5480 in2       Ycg =  4.36 in
         P_init    =     1872.1 kips  Ecc = 12.78 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.02 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.767 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -8.03 ksi    0.00 ksi
    due to Composite Loads                                 -2.50 ksi    0.00 ksi
    due to Live Loads                                      -7.06 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                        16.46 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.02 ksi  (10.21 %)             7.95 ksi ( 4.05 %)
Total Prestress Losses                                    27.97 ksi (14.26 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 168.1 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    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    71.1    56.5   253.8   467.5   620.2   711.8   742.3
(Max)       V      31.3    29.7    30.0    25.4    19.0    12.7     6.3     0.0
DL-Prec.  : M       0.0    13.2    10.5    47.1    86.8   115.1   132.1   137.8
DC(Max)     V       5.8     5.5     5.6     4.7     3.5     2.4     1.2     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    98.8    78.5   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.7    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.6     0.5     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    32.0    25.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.5    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    14.0    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.5     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   184.2   146.3   653.1  1190.4  1557.3  1775.3  1832.3
            V     142.5   137.7   138.7   123.8   104.6    85.4    58.9    39.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   142.5   137.7   138.7   123.8   105.8    88.5    72.0    56.2
            M       0.0   189.8   151.1   653.1  1125.5  1429.8  1559.9  1528.2
Total     : M+      0.0   417.5   331.7  1485.9  2725.0  3593.9  4114.0  4273.3
            V     245.1   235.2   237.3   207.1   167.1   127.1    79.9    40.0
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   245.1   235.2   237.3   207.1   168.3   130.3    93.0    56.5
            M       0.0   423.1   336.5  1485.9  2660.1  3466.3  3898.6  3969.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   93.16   92.67   95.00
Self wt.  : M     711.8   620.2   467.5   253.8    56.5    71.1     0.0
(Max)       V       6.3    12.7    19.0    25.4    30.0    29.7    31.3
DL-Prec.  : M     132.1   115.1    86.8    47.1    10.5    13.2     0.0
DC(Max)     V       1.2     2.4     3.5     4.7     5.6     5.5     5.8
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
Deck +    : M     988.5   861.3   649.3   352.5    78.5    98.8     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.7    41.3    43.4
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    25.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.5    13.4    14.1
DL-Comp   : M     176.7   153.9   116.0    63.0    14.0    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.5     7.4     7.8
LL + I    : M+   1775.3  1557.3  1190.4   653.1   146.3   184.2     0.0
            V      58.9    85.4   104.6   123.8   138.7   137.7   142.5
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    72.0    88.5   105.8   123.8   138.7   137.7   142.5
            M    1559.9  1429.8  1125.5   653.1   151.1   189.8    -0.0
Total     : M+   4114.0  3593.9  2725.0  1485.9   331.7   417.5     0.0
            V      79.9   127.1   167.1   207.1   237.3   235.2   245.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    93.0   130.3   168.3   207.1   237.3   235.2   245.1
            M    3898.6  3466.3  2660.1  1485.9   336.5   423.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.3             31.3
Deck+Haunch            43.4             43.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.8              5.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           38.8             38.8
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
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    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    71.1    56.5   253.8   467.5   620.2   711.8   742.3
(Max)       V      31.3    29.7    30.0    25.4    19.0    12.7     6.3     0.0
DL-Prec.  : M       0.0    13.2    10.5    47.1    86.8   115.1   132.1   137.8
DC(Max)     V       5.8     5.5     5.6     4.7     3.5     2.4     1.2     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    98.8    78.5   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.7    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.6     0.5     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    32.0    25.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.5    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    14.0    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.5     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   147.3   117.1   522.5   952.3  1245.8  1420.2  1465.8
            V     114.0   110.1   111.0    99.1    83.7    68.3    47.2    31.8
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   114.0   110.1   111.0    99.1    84.6    70.8    57.6    45.0
            M       0.0   151.8   120.9   522.5   900.4  1143.8  1247.9  1222.5
Total     : M+      0.0   380.7   302.5  1355.3  2486.9  3282.4  3758.9  3906.8
            V     216.6   207.6   209.5   182.3   146.2   110.1    68.1    32.0
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   216.6   207.6   209.5   182.3   147.1   112.6    78.6    45.2
            M       0.0   385.2   306.3  1355.3  2435.0  3180.4  3586.6  3663.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   93.16   92.67   95.00
Self wt.  : M     711.8   620.2   467.5   253.8    56.5    71.1     0.0
(Max)       V       6.3    12.7    19.0    25.4    30.0    29.7    31.3
DL-Prec.  : M     132.1   115.1    86.8    47.1    10.5    13.2     0.0
DC(Max)     V       1.2     2.4     3.5     4.7     5.6     5.5     5.8
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
Deck +    : M     988.5   861.3   649.3   352.5    78.5    98.8     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.7    41.3    43.4
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    25.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.5    13.4    14.1
DL-Comp   : M     176.7   153.9   116.0    63.0    14.0    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.5     7.4     7.8
LL + I    : M+   1420.2  1245.8   952.3   522.5   117.1   147.3     0.0
            V      47.2    68.3    83.7    99.1   111.0   110.1   114.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.6    70.8    84.6    99.1   111.0   110.1   114.0
            M    1247.9  1143.8   900.4   522.5   120.9   151.8    -0.0
Total     : M+   3758.9  3282.4  2486.9  1355.3   302.5   380.7     0.0
            V      68.1   110.1   146.2   182.3   209.5   207.6   216.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    78.6   112.6   147.1   182.3   209.5   207.6   216.6
            M    3586.6  3180.4  2435.0  1355.3   306.3   385.2    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    88.9    70.6   317.3   584.4   775.2   889.7   927.9
(Max)       V      39.1    37.2    37.6    31.7    23.8    15.8     7.9     0.0
Self wt.  : M       0.0    64.0    50.9   228.4   420.8   558.2   640.6   668.1
(Min)       V      28.1    26.7    27.0    22.8    17.1    11.4     5.7     0.0
DL-Prec.  : M       0.0    16.5    13.1    58.9   108.5   143.9   165.1   172.2
DC(Max)     V       7.3     6.9     7.0     5.9     4.4     2.9     1.5     0.0
DL-Prec.  : M       0.0    11.9     9.4    42.4    78.1   103.6   118.9   124.0
DC(Min)     V       5.2     5.0     5.0     4.2     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
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   123.5    98.1   440.6   811.6  1076.6  1235.6  1288.6
Haunch (Max)V      54.3    51.6    52.2    44.0    33.0    22.0    11.0     0.0
Deck +    : M       0.0    88.9    70.6   317.2   584.3   775.2   889.6   927.8
Haunch (Min)V      39.1    37.1    37.5    31.7    23.8    15.8     7.9     0.0
Diaphragm : M       0.0     0.7     0.6     2.8     5.8     8.8    11.8    14.8
(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     2.0     4.2     6.4     8.5    10.7
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    40.0    31.8   142.7   262.9   348.7   400.2   417.4
DC(Max)     V      17.6    16.7    16.9    14.3    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    28.8    22.9   102.8   189.3   251.1   288.2   300.5
DC(Min)     V      12.7    12.0    12.2    10.3     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    26.5    21.0    94.5   174.1   230.9   265.0   276.4
DW(Max)     V      11.6    11.1    11.2     9.4     7.1     4.7     2.4     0.0
DL-Comp   : M       0.0    11.5     9.1    40.9    75.4   100.1   114.8   119.8
DW(Min)     V       5.0     4.8     4.8     4.1     3.1     2.0     1.0     0.0
LL + I    : M+      0.0   322.3   256.1  1142.9  2083.1  2725.3  3106.8  3206.5
            V     249.4   240.9   242.7   216.7   183.1   149.5   103.1    69.5
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   249.4   240.9   242.7   216.7   185.1   154.9   126.0    98.4
            M       0.0   332.1   264.4  1142.9  1969.7  2502.1  2729.8  2674.3
Total     : M+      0.0   618.4   491.3  2199.7  4030.4  5309.5  6074.3  6303.8
            V     379.5   364.7   367.8   322.3   262.4   202.4   129.8    69.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   379.5   364.7   367.8   322.3   264.4   207.9   152.7    98.7
            M       0.0   628.2   499.7  2199.7  3916.9  5086.3  5697.4  5771.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   93.16   92.67   95.00
Self wt.  : M     889.7   775.2   584.4   317.3    70.6    88.9     0.0
(Max)       V       7.9    15.8    23.8    31.7    37.6    37.2    39.1
Self wt.  : M     640.6   558.2   420.8   228.4    50.9    64.0     0.0
(Min)       V       5.7    11.4    17.1    22.8    27.0    26.7    28.1
DL-Prec.  : M     165.1   143.9   108.5    58.9    13.1    16.5     0.0
DC(Max)     V       1.5     2.9     4.4     5.9     7.0     6.9     7.3
DL-Prec.  : M     118.9   103.6    78.1    42.4     9.4    11.9     0.0
DC(Min)     V       1.1     2.1     3.2     4.2     5.0     5.0     5.2
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    1235.6  1076.6   811.6   440.6    98.1   123.5     0.0
Haunch (Max)V      11.0    22.0    33.0    44.0    52.2    51.6    54.3
Deck +    : M     889.6   775.2   584.3   317.2    70.6    88.9     0.0
Haunch (Min)V       7.9    15.8    23.8    31.7    37.5    37.1    39.1
Diaphragm : M      11.8     8.8     5.8     2.8     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       8.5     6.4     4.2     2.0     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     400.2   348.7   262.9   142.7    31.8    40.0     0.0
DC(Max)     V       3.6     7.1    10.7    14.3    16.9    16.7    17.6
DL-Comp   : M     288.2   251.1   189.3   102.8    22.9    28.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.3    12.2    12.0    12.7
DL-Comp   : M     265.0   230.9   174.1    94.5    21.0    26.5     0.0
DW(Max)     V       2.4     4.7     7.1     9.4    11.2    11.1    11.6
DL-Comp   : M     114.8   100.1    75.4    40.9     9.1    11.5     0.0
DW(Min)     V       1.0     2.0     3.1     4.1     4.8     4.8     5.0
LL + I    : M+   3106.8  2725.3  2083.1  1142.9   256.1   322.3     0.0
            V     103.1   149.5   183.1   216.7   242.7   240.9   249.4
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   126.0   154.9   185.1   216.7   242.7   240.9   249.4
            M    2729.8  2502.1  1969.7  1142.9   264.4   332.1    -0.0
Total     : M+   6074.3  5309.5  4030.4  2199.7   491.3   618.4     0.0
            V     129.8   202.4   262.4   322.3   367.8   364.7   379.5
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   152.7   207.9   264.4   322.3   367.8   364.7   379.5
            M    5697.4  5086.3  3916.9  2199.7   499.7   628.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.1             39.1
Deck+Haunch            54.3             54.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.3              7.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           58.2             58.2
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
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    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    71.1    56.5   253.8   467.5   620.2   711.8   742.3
(Max)       V      31.3    29.7    30.0    25.4    19.0    12.7     6.3     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    13.2    10.5    47.1    86.8   115.1   132.1   137.8
DC(Max)     V       5.8     5.5     5.6     4.7     3.5     2.4     1.2     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    98.8    78.5   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.7    35.2    26.4    17.6     8.8     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     2.2     4.7     7.1     9.5    11.9
(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    32.0    25.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.5    11.4     8.6     5.7     2.9     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    17.7    14.0    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.5     6.3     4.7     3.1     1.6     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   127.2   101.2   445.5   793.7  1033.9  1156.6  1144.0
            V     114.4   110.7   111.5   100.2    86.1    65.8    51.6    37.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   114.4   110.7   111.5   100.2    86.1    71.9    57.8    43.6
            M       0.0   127.2   101.2   445.5   793.7  1006.6  1084.4  1027.1
Total     : M+      0.0   360.6   286.6  1278.3  2328.2  3070.5  3495.3  3585.0
            V     216.9   208.2   210.0   183.4   148.6   107.5    72.6    37.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   216.9   208.2   210.0   183.4   148.6   113.7    78.8    43.9
            M       0.0   360.6   286.6  1278.3  2328.2  3043.2  3423.1  3468.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   93.16   92.67   95.00
Self wt.  : M     711.8   620.2   467.5   253.8    56.5    71.1     0.0
(Max)       V       6.3    12.7    19.0    25.4    30.0    29.7    31.3
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     132.1   115.1    86.8    47.1    10.5    13.2     0.0
DC(Max)     V       1.2     2.4     3.5     4.7     5.6     5.5     5.8
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     988.5   861.3   649.3   352.5    78.5    98.8     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.7    41.3    43.4
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    25.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.5    13.4    14.1
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     176.7   153.9   116.0    63.0    14.0    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.5     7.4     7.8
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+   1156.6  1033.9   793.7   445.5   101.2   127.2     0.0
            V      51.6    65.8    86.1   100.2   111.5   110.7   114.4
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    57.8    71.9    86.1   100.2   111.5   110.7   114.4
            M    1084.4  1006.6   793.7   445.5   101.2   127.2     0.0
Total     : M+   3495.3  3070.5  2328.2  1278.3   286.6   360.6     0.0
            V      72.6   107.5   148.6   183.4   210.0   208.2   216.9
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    78.8   113.7   148.6   183.4   210.0   208.2   216.9
            M    3423.1  3043.2  2328.2  1278.3   286.6   360.6     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    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.209   0.621   1.098   1.432   1.625   1.693 
Bottom        -0.180  -0.530  -0.930  -1.203  -1.353  -1.410 
 
Prestress
Precast-top    0.144  -0.204  -0.600  -0.988  -1.367  -1.367 
Bottom         4.836   5.334   5.648   5.949   6.238   6.238 
 
Total
Precast-top    0.352   0.416   0.497   0.444   0.258   0.325 
Bottom         4.656   4.803   4.718   4.746   4.884   4.828 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.02 %)
             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    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top    0.050   0.125   0.121  -0.178  -0.522  -0.860  -1.189  -1.189
Bottom         0.979   4.206   3.554   4.639   4.912   5.175   5.425   5.425
 
Self wt.
Precast-top   -0.000   0.161   0.128   0.573   1.051   1.385   1.578   1.646
Bottom        -0.000  -0.139  -0.111  -0.490  -0.890  -1.164  -1.314  -1.371
 
DL-Prec (DC)
Precast-top   -0.000   0.030   0.024   0.106   0.195   0.257   0.293   0.305
Bottom        -0.000  -0.026  -0.021  -0.091  -0.165  -0.216  -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   0.010   0.016   0.021   0.026
Bottom        -0.000  -0.001  -0.001  -0.004  -0.009  -0.013  -0.017  -0.022
 
Deck + Haunch
Precast-top   -0.000   0.224   0.178   0.796   1.459   1.924   2.192   2.286
Bottom        -0.000  -0.193  -0.155  -0.680  -1.236  -1.616  -1.825  -1.904
 
DL-Comp (DC)
Topping-top   -0.000   0.016   0.013   0.056   0.103   0.135   0.155   0.161
Precast-top   -0.000   0.010   0.008   0.036   0.066   0.087   0.100   0.104
Bottom        -0.000  -0.038  -0.030  -0.133  -0.243  -0.319  -0.363  -0.379
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.031   0.057   0.075   0.085   0.089
Precast-top   -0.000   0.006   0.004   0.020   0.036   0.048   0.055   0.057
Bottom        -0.000  -0.021  -0.017  -0.073  -0.134  -0.176  -0.200  -0.209
 
LL+I(+)
Topping-top   -0.000   0.091   0.072   0.320   0.580   0.755   0.857   0.884
Precast-top   -0.000   0.058   0.046   0.205   0.372   0.485   0.552   0.570
Bottom        -0.000  -0.216  -0.174  -0.760  -1.373  -1.782  -2.013  -2.078
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.115   0.092   0.407   0.739   0.965   1.096   1.134 
Precast-top    0.050   0.615   0.510   1.563   2.667   3.342   3.601   3.805 
Bottom         0.979   3.572   3.045   2.408   0.862  -0.111  -0.553  -0.791 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.024   0.019   0.087   0.159   0.210   0.240   0.250 
Precast-top    0.050   0.557   0.464   1.359   2.295   2.857   3.050   3.236 
Bottom         0.979   3.789   3.219   3.168   2.235   1.671   1.461   1.287 
 

 
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    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.209   0.621   1.098   1.432   1.625   1.693 
Bottom        -0.180  -0.530  -0.930  -1.203  -1.353  -1.410 
 
Prestress
Precast-top    0.144  -0.204  -0.600  -0.988  -1.367  -1.367 
Bottom         4.836   5.334   5.648   5.949   6.238   6.238 
 
Total
Precast-top    0.352   0.416   0.497   0.444   0.258   0.325 
Bottom         4.656   4.803   4.718   4.746   4.884   4.828 
 
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 = 13.02 %)
             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    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top    0.050   0.125   0.121  -0.178  -0.522  -0.860  -1.189  -1.189
Bottom         0.979   4.206   3.554   4.639   4.912   5.175   5.425   5.425
 
Self wt.
Precast-top   -0.000   0.161   0.128   0.573   1.051   1.385   1.578   1.646
Bottom        -0.000  -0.139  -0.111  -0.490  -0.890  -1.164  -1.314  -1.371
 
DL-Prec (DC)
Precast-top   -0.000   0.030   0.024   0.106   0.195   0.257   0.293   0.305
Bottom        -0.000  -0.026  -0.021  -0.091  -0.165  -0.216  -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   0.010   0.016   0.021   0.026
Bottom        -0.000  -0.001  -0.001  -0.004  -0.009  -0.013  -0.017  -0.022
 
Deck + Haunch
Precast-top   -0.000   0.224   0.178   0.796   1.459   1.924   2.192   2.286
Bottom        -0.000  -0.193  -0.155  -0.680  -1.236  -1.616  -1.825  -1.904
 
DL-Comp (DC)
Topping-top   -0.000   0.016   0.013   0.056   0.103   0.135   0.155   0.161
Precast-top   -0.000   0.010   0.008   0.036   0.066   0.087   0.100   0.104
Bottom        -0.000  -0.038  -0.030  -0.133  -0.243  -0.319  -0.363  -0.379
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.031   0.057   0.075   0.085   0.089
Precast-top   -0.000   0.006   0.004   0.020   0.036   0.048   0.055   0.057
Bottom        -0.000  -0.021  -0.017  -0.073  -0.134  -0.176  -0.200  -0.209
 
LL+I(+)
Topping-top   -0.000   0.072   0.058   0.256   0.464   0.604   0.685   0.707
Precast-top   -0.000   0.046   0.037   0.164   0.298   0.388   0.441   0.456
Bottom        -0.000  -0.173  -0.139  -0.608  -1.099  -1.425  -1.611  -1.662
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.097   0.077   0.343   0.623   0.814   0.925   0.957 
Precast-top    0.050   0.603   0.501   1.522   2.593   3.245   3.491   3.691 
Bottom         0.979   3.615   3.080   2.560   1.137   0.245  -0.150  -0.376 
 

 
 
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    8.97   18.60   28.23   37.87   47.50
F_LL+I(+)
Topping-top   -0.000   0.063   0.050   0.218   0.387   0.502   0.558   0.552
Precast-top   -0.000   0.040   0.032   0.140   0.248   0.322   0.360   0.356
Bottom        -0.000  -0.149  -0.120  -0.518  -0.916  -1.183  -1.312  -1.297
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.075   0.060   0.262   0.466   0.607   0.678   0.677 
Precast-top    0.025   0.318   0.264   0.819   1.396   1.751   1.884   1.974 
Bottom         0.489   1.745   1.489   1.066   0.202  -0.348  -0.581  -0.654 
 

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
    379.5    6.5   40.4    1.030   3.9   6.00e-3 50.0    395.8     2.364    4.224      0.00
      0.0    1.0   39.9     42.0 0.170      22.0 0.87    12.00     0.127    1.470 
Transfer:   3.00
    364.7    6.5   40.4    4.633  17.6  -0.05e-3 28.8    266.9     0.767    1.760      0.00
    628.2    4.2   38.3    189.0 0.164     120.7 4.98    12.00     0.127    1.502 
Critical:   3.76
    359.0    6.5   39.3    5.183  17.6  -0.08e-3 28.7    261.5     0.772    1.320      0.00
    827.6    4.4   37.1    189.0 0.166     119.8 5.10    12.00     0.127    1.465 
0.1L    :   9.63
    322.3    6.5   38.7    7.648  17.6  -0.10e-3 28.6    222.7     0.680    0.827      0.00
   2199.7    5.9   35.8    189.0 0.154     117.8 5.20    12.00     0.127    1.134 
0.2L    :  19.27
    264.4    6.5   37.4    9.548  17.6  -0.05e-3 28.8    168.6     0.543    0.620      0.00
   3916.9    6.4   34.2    189.0 0.131     107.6 4.97    12.00     0.127    1.081 
0.3L    :  28.90
    207.9    6.5   38.6    9.548  17.6   0.40e-3 30.4    130.7     0.433    0.496      0.00
   5086.3    6.5   35.4    189.0 0.098      82.7 3.69    24.00     0.127    1.082 
0.4L    :  38.53
    152.7    6.5   39.9    9.548   0.0   0.78e-3 31.7     99.5     0.336    0.496      0.00
   5697.4    6.5   36.7    189.0 0.075      70.2 3.02    24.00     0.127    1.280 
0.5L    :  48.17
     98.7    6.5   39.9    9.548   0.0   0.68e-3 31.4     35.8     0.127    0.413      0.00
   5771.7    6.5   36.7    189.0 0.048      74.0 3.19    24.00     0.127    1.807 
0.6L    :  57.80
    152.7    6.5   39.9    9.548   0.0   0.78e-3 31.7     99.5     0.336    0.496      0.00
   5697.4    6.5   36.7    189.0 0.075      70.2 3.02    24.00     0.127    1.280 
0.7L    :  67.43
    207.9    6.5   38.6    9.548  17.6   0.40e-3 30.4    130.7     0.433    0.496      0.00
   5086.3    6.5   35.4    189.0 0.098      82.7 3.69    24.00     0.127    1.082 
0.8L    :  77.07
    264.4    6.5   37.4    9.548  17.6  -0.05e-3 28.8    168.6     0.543    0.620      0.00
   3916.9    6.4   34.2    189.0 0.131     107.6 4.97    12.00     0.127    1.081 
0.9L    :  86.70
    322.3    6.5   38.7    7.648  17.6  -0.10e-3 28.6    222.7     0.680    0.827      0.00
   2199.7    5.9   35.8    189.0 0.154     117.8 5.20    12.00     0.127    1.134 
Critical:  92.57
    359.6    6.5   39.3    5.157  17.6  -0.08e-3 28.7    262.2     0.775    1.320      0.00
    806.7    4.4   37.1    189.0 0.167     119.7 5.09    12.00     0.127    1.462 
Transfer:  93.33
    364.7    6.5   40.4    4.633  17.6  -0.05e-3 28.8    266.9     0.767    1.760      0.00
    628.2    4.2   38.3    189.0 0.164     120.7 4.98    12.00     0.127    1.502 
Bearing :  95.67
    379.5    6.5   40.4    1.030   3.9   6.00e-3 50.0    395.8     2.364    4.224      0.00
      0.0    1.0   39.9     42.0 0.170      22.0 0.87    12.00     0.127    1.470 
 

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
    379.5     10.57     40.37    0.96       39.90    24.00      0.300      2.774      0.434      4.224 
Transfer:      2.33
    364.7     10.58     40.37    4.18       38.29    24.00      0.300      2.778      0.437      1.760 
Critical:      3.09
    359.8     10.77     39.32    4.41       37.11    24.00      0.300      2.841      0.474      1.320 
0.1L    :      8.97
    322.3     10.02     38.72    5.94       35.75    24.00      0.300      2.589      0.324      0.827 
0.2L    :     18.60
    264.4      8.60     37.39    6.44       34.17    24.00      0.300      2.116      0.040      0.620 
0.3L    :     28.23
    207.9      6.52     38.64    6.45       35.41    24.00      0.300      1.425      0.000      0.496 
0.4L    :     37.87
    152.7      4.63     39.89    6.47       36.65    24.00      0.300      0.793      0.000      0.496 
0.5L    :     47.50
     98.7      2.99     39.89    6.47       36.65    24.00      0.300      0.248      0.000      0.413 
0.6L    :     57.13
    152.7      4.63     39.89    6.47       36.65    24.00      0.300      0.793      0.000      0.496 
0.7L    :     66.77
    207.9      6.52     38.64    6.45       35.41    24.00      0.300      1.425      0.000      0.496 
0.8L    :     76.40
    264.4      8.60     37.39    6.44       34.17    24.00      0.300      2.116      0.040      0.620 
0.9L    :     86.03
    322.3     10.02     38.72    5.94       35.75    24.00      0.300      2.589      0.324      0.827 
Critical:     91.91
    359.8     10.77     39.32    4.39       37.12    24.00      0.300      2.840      0.474      1.320 
Transfer:     92.67
    364.7     10.58     40.37    4.18       38.29    24.00      0.300      2.778      0.437      1.760 
Bearing :     95.00
    379.5     10.57     40.37    0.96       39.90    24.00      0.300      2.774      0.434      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.97 ft
Prestress      :       2.121  1.80      3.818  2.20      4.666
Self Wt.       :      -0.724  1.85     -1.339  2.40     -1.737
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          :       1.397            2.479            2.929
 
At 0.2 x L = 18.60 ft
Prestress      :       3.812  1.80      6.862  2.20      8.387
Self Wt.       :      -1.357  1.85     -2.510  2.40     -3.257
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          :       2.455            4.351            5.130
 
At 0.3 x L = 28.23 ft
Prestress      :       5.020  1.80      9.036  2.20     11.044
Self Wt.       :      -1.839  1.85     -3.402  2.40     -4.414
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          :       3.181            5.634            6.630
 
At 0.4 x L = 37.87 ft
Prestress      :       5.710  1.80     10.278  2.20     12.562
Self Wt.       :      -2.130  1.85     -3.941  2.40     -5.113
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          :       3.580            6.337            7.449
 
At 0.5 x L = 47.50 ft
Prestress      :       5.973  1.80     10.752  2.20     13.141
Self Wt.       :      -2.237  1.85     -4.138  2.40     -5.368
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          :       3.736            6.613            7.772
 
At 0.6 x L = 57.13 ft
Prestress      :       5.710  1.80     10.278  2.20     12.562
Self Wt.       :      -2.130  1.85     -3.941  2.40     -5.113
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          :       3.580            6.337            7.449
 
At 0.7 x L = 66.77 ft
Prestress      :       5.020  1.80      9.036  2.20     11.044
Self Wt.       :      -1.839  1.85     -3.402  2.40     -4.414
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          :       3.181            5.634            6.630
 
At 0.8 x L = 76.40 ft
Prestress      :       3.812  1.80      6.862  2.20      8.387
Self Wt.       :      -1.357  1.85     -2.510  2.40     -3.257
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          :       2.455            4.351            5.130
 
At 0.9 x L = 86.03 ft
Prestress      :       2.121  1.80      3.818  2.20      4.666
Self Wt.       :      -0.724  1.85     -1.339  2.40     -1.737
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          :       1.397            2.479            2.929
 

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
   618.4    35.0  6.080  259.4    4.9   4.18   4330.3  0.023T 1.00       -       -     -     -  
H/2     :   1.84
   491.3    35.0  5.088  261.1    4.1   3.52   3675.9  0.028T 1.00       -       -     -     -  
0.1L    :   8.97
  2199.7    36.0  8.784  255.3    7.0   5.94   6164.1  0.015T 1.00       -       -     -     -  
0.2L    :  18.60
  4030.4    37.4  9.536  254.7    7.6   6.44   6913.3  0.014T 1.00   4923.7  4923.7    1.40    -  
0.3L    :  28.23
  5309.5    38.6  9.548  255.1    7.6   6.45   7188.3  0.014T 1.00   4983.7  4983.7    1.44    -  
0.4L    :  37.87
  6074.3    39.9  9.548  255.6    7.6   6.47   7453.8  0.014T 1.00   5148.7  5148.7    1.45    -  
0.5L    :  47.50
  6303.8    39.9  9.548  255.6    7.6   6.47   7453.8  0.014T 1.00   5097.7  5097.7    1.46    -  
0.6L    :  57.13
  6074.3    39.9  9.548  255.6    7.6   6.47   7453.8  0.014T 1.00   5148.7  5148.7    1.45    -  
0.7L    :  66.77
  5309.5    38.6  9.548  255.1    7.6   6.45   7188.3  0.014T 1.00   4983.7  4983.7    1.44    -  
0.8L    :  76.40
  4030.4    37.4  9.536  254.7    7.6   6.44   6913.3  0.014T 1.00   4923.7  4923.7    1.40    -  
0.9L    :  86.03
  2199.7    36.0  8.784  255.3    7.0   5.94   6164.1  0.015T 1.00       -       -     -     -  
H/2     :  93.16
   491.3    35.0  5.088  261.1    4.1   3.52   3675.9  0.028T 1.00       -       -     -     -  
Transfer:  92.67
   618.4    35.0  6.080  259.4    4.9   4.18   4330.3  0.023T 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 1-22; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.100    0.478
        M   2.00 Fb     0.150   -0.174
 
  2   2 E  32.00 Ft     0.446    0.769
        M  10.00 Fb     0.088   -0.188
 
  3   2 E  30.00 Ft     0.759    1.028
        M   8.00 Fb     0.054   -0.175
 
  4   2 E  28.00 Ft     1.040    1.254
        M   6.00 Fb     0.047   -0.134
 
  5   2 E  26.00 Ft     1.289    1.449
        M   4.00 Fb     0.068   -0.066
 
  6   2 E  24.00 Ft     1.506    1.612
        M   2.00 Fb     0.117    0.029
 
  7   2 E   6.00 Ft     1.461    1.569
        M   6.00 Fb     0.392    0.300
 
  8   2 E   6.00 Ft     1.417    1.525
        M   6.00 Fb     0.667    0.572
 
  9   2 E   6.00 Ft     1.372    1.482
        M   6.00 Fb     0.942    0.843
 
 10   2 E   6.00 Ft     1.327    1.439
        M   6.00 Fb     1.217    1.115
 
 11   2 E   6.00 Ft     1.282    1.396
        M   6.00 Fb     1.491    1.386
 
 12   2 E   4.00 Ft     1.205    1.320
        M   4.00 Fb     1.794    1.685
 
 13   2 E   4.00 Ft     1.205    1.245
        M   4.00 Fb     1.794    1.986
 
 14   2 E   4.00 Ft     1.129    1.169
        M   4.00 Fb     2.096    2.285
 
 15   2 E   4.00 Ft     1.052    1.094
        M   4.00 Fb     2.399    2.584
 
 16   2 E   4.00 Ft     0.975    1.019
        M   4.00 Fb     2.702    2.882
 
 17   2 E   4.00 Ft     0.898    0.944
        M   4.00 Fb     3.004    3.181
 
 18   2 E   2.00 Ft     0.789    0.836
        M   2.00 Fb     3.334    3.508
 
 19   2 E   2.00 Ft     0.680    0.729
        M   2.00 Fb     3.665    3.834
 
 20   2 E   2.00 Ft     0.571    0.622
        M   2.00 Fb     3.995    4.160
 
 21   2 E   2.00 Ft     0.462    0.514
        M   2.00 Fb     4.325    4.486
 
 22   2 E   2.00 Ft     0.353    0.407
        M   2.00 Fb     4.655    4.813
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 96.33            Release Length, ft: 96.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  44
No. of strands, Draped:  10           No. of strands, Straight:  34
Concrete Strength, f'ci:   8.0  ksi        f'c:   9.5 ksi  f'ct   4.0 ksi
Initial losses: 10.21 %               Final losses: 14.26 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       4.884   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.258   0.4L/0.6L
      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)                  7453.76     6303.83     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %      16.67 %               NG
      Max. Debond Total                     0.00 %       4.55 %               NG
 
                       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   1.134     Midspan    1.800   0.250     Midspan
    Pre.Top:   5.700   3.805     Midspan    4.275   3.236     Midspan
    Pre.Bot:   5.700   3.572    Transfer    4.275   3.789    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.586   0.050     Bearing
    Pre.Bot:  -0.586  -0.376     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.800   1.974     Midspan
    Pre.Bot:                                                             3.800   1.745    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.973  1.80     10.752  2.20     13.141
Self Wt.       :      -2.237  1.85     -4.138  2.40     -5.368
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          :       3.736            6.613            7.772
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            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  = 111.000 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   95.00
     DC  Line       0.087      0.00       0.087   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.333 ft
Release length = 96.333 ft
Design  length = 95.000 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)  : 0.698   (Calculated)    
Live Moment (1  lane  loaded)  : 0.484   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.221   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.977   (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           1291.1 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           276409 in4#
Ht. of c.g.           =        17.14 in             28.97 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1571.8 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7517

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     8.97    18.60    28.23    37.87    47.50
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    640.4    671.0    664.6    672.9    672.9    672.9    672.9    672.9
  Yb      ,  in    17.04    16.68    16.75    16.59    16.51    16.43    16.36    16.36
  MI(Ixx) , in4   100479   102307   101913   103132   104065   105118   106293   106293
Composite: (At Final, using Ec =  5675.6 ksi )
  Area    , in2   1299.3   1327.8   1321.8   1329.5   1329.5   1329.5   1329.5   1329.5
  Yb      ,  in    28.84    28.42    28.51    28.36    28.33    28.29    28.26    28.26
  MI(Ixx) , in4   279467   290318   288022   292625   294626   296745   298979   298979

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           =       9.50 ksi           4.00 ksi
  Elasticity         =    5675.61 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.70 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.28 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           =       3.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.59 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  44 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 38.53 ft from member end )
END PATTERN (Ycg = 9.36 in):
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in     2 @ 24.000 in
     2 @ 26.000 in     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.36 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in
SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
13      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 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     =    9.55 in2      Initial Pull          =     1872.1 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.369 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.211 ft
Holddown Force        =  20.215 kips     Beam Shrtng (PL/AE)   =      0.607 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)       
--------------------------------------------------------------------------------------
      4239.536         740 3137.257     15.652 63389.453   841.155     609.782        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.50       0.1250      0.3333    Yes
      2      US#6[M19]       60.00        0.88       2.50       0.3333      0.5417     No
      2      US#6[M19]       60.00        0.88       2.50       0.5417      0.7500    Yes
      2      US#6[M19]       60.00        0.88       4.00       0.7500      1.0833     No
      2      US#6[M19]       60.00        0.88       4.00       1.0833      1.4167    Yes
      2      US#6[M19]       60.00        0.88       4.00       1.4167      1.7500     No
      2      US#6[M19]       60.00        0.88       6.00       1.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167     14.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.9167     27.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.9167     39.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      39.1667     57.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      57.1667     68.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      68.4167     81.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00      81.4167     91.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      91.9167     92.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      92.5833     94.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      94.5833     94.9167     No
      2      US#6[M19]       60.00        0.88       4.00      94.9167     95.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00      95.2500     95.5833     No
      2      US#6[M19]       60.00        0.88       2.50      95.5833     95.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50      95.7917     96.0000     No
      2      US#6[M19]       60.00        0.88       2.50      96.0000     96.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      96.2083     96.3333     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 96.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.5480 in2       Ycg =  4.36 in
         P_init    =     1872.1 kips  Ecc = 12.78 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.02 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.767 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -8.03 ksi    0.00 ksi
    due to Composite Loads                                 -2.50 ksi    0.00 ksi
    due to Live Loads                                      -7.06 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                        16.46 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.02 ksi  (10.21 %)             7.95 ksi ( 4.05 %)
Total Prestress Losses                                    27.97 ksi (14.26 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 168.1 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    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    71.1    56.5   253.8   467.5   620.2   711.8   742.3
(Max)       V      31.3    29.7    30.0    25.4    19.0    12.7     6.3     0.0
DL-Prec.  : M       0.0    13.2    10.5    47.1    86.8   115.1   132.1   137.8
DC(Max)     V       5.8     5.5     5.6     4.7     3.5     2.4     1.2     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    98.8    78.5   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.7    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.6     0.5     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    32.0    25.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.5    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    14.0    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.5     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   184.2   146.3   653.1  1190.4  1557.3  1775.3  1832.3
            V     142.5   137.7   138.7   123.8   104.6    85.4    58.9    39.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   142.5   137.7   138.7   123.8   105.8    88.5    72.0    56.2
            M       0.0   189.8   151.1   653.1  1125.5  1429.8  1559.9  1528.2
Total     : M+      0.0   417.5   331.7  1485.9  2725.0  3593.9  4114.0  4273.3
            V     245.1   235.2   237.3   207.1   167.1   127.1    79.9    40.0
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   245.1   235.2   237.3   207.1   168.3   130.3    93.0    56.5
            M       0.0   423.1   336.5  1485.9  2660.1  3466.3  3898.6  3969.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   93.16   92.67   95.00
Self wt.  : M     711.8   620.2   467.5   253.8    56.5    71.1     0.0
(Max)       V       6.3    12.7    19.0    25.4    30.0    29.7    31.3
DL-Prec.  : M     132.1   115.1    86.8    47.1    10.5    13.2     0.0
DC(Max)     V       1.2     2.4     3.5     4.7     5.6     5.5     5.8
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
Deck +    : M     988.5   861.3   649.3   352.5    78.5    98.8     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.7    41.3    43.4
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    25.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.5    13.4    14.1
DL-Comp   : M     176.7   153.9   116.0    63.0    14.0    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.5     7.4     7.8
LL + I    : M+   1775.3  1557.3  1190.4   653.1   146.3   184.2     0.0
            V      58.9    85.4   104.6   123.8   138.7   137.7   142.5
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    72.0    88.5   105.8   123.8   138.7   137.7   142.5
            M    1559.9  1429.8  1125.5   653.1   151.1   189.8    -0.0
Total     : M+   4114.0  3593.9  2725.0  1485.9   331.7   417.5     0.0
            V      79.9   127.1   167.1   207.1   237.3   235.2   245.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    93.0   130.3   168.3   207.1   237.3   235.2   245.1
            M    3898.6  3466.3  2660.1  1485.9   336.5   423.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.3             31.3
Deck+Haunch            43.4             43.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.8              5.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           38.8             38.8
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
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    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    71.1    56.5   253.8   467.5   620.2   711.8   742.3
(Max)       V      31.3    29.7    30.0    25.4    19.0    12.7     6.3     0.0
DL-Prec.  : M       0.0    13.2    10.5    47.1    86.8   115.1   132.1   137.8
DC(Max)     V       5.8     5.5     5.6     4.7     3.5     2.4     1.2     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    98.8    78.5   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.7    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.6     0.5     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    32.0    25.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.5    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    14.0    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.5     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   147.3   117.1   522.5   952.3  1245.8  1420.2  1465.8
            V     114.0   110.1   111.0    99.1    83.7    68.3    47.2    31.8
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   114.0   110.1   111.0    99.1    84.6    70.8    57.6    45.0
            M       0.0   151.8   120.9   522.5   900.4  1143.8  1247.9  1222.5
Total     : M+      0.0   380.7   302.5  1355.3  2486.9  3282.4  3758.9  3906.8
            V     216.6   207.6   209.5   182.3   146.2   110.1    68.1    32.0
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   216.6   207.6   209.5   182.3   147.1   112.6    78.6    45.2
            M       0.0   385.2   306.3  1355.3  2435.0  3180.4  3586.6  3663.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   93.16   92.67   95.00
Self wt.  : M     711.8   620.2   467.5   253.8    56.5    71.1     0.0
(Max)       V       6.3    12.7    19.0    25.4    30.0    29.7    31.3
DL-Prec.  : M     132.1   115.1    86.8    47.1    10.5    13.2     0.0
DC(Max)     V       1.2     2.4     3.5     4.7     5.6     5.5     5.8
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
Deck +    : M     988.5   861.3   649.3   352.5    78.5    98.8     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.7    41.3    43.4
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    25.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.5    13.4    14.1
DL-Comp   : M     176.7   153.9   116.0    63.0    14.0    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.5     7.4     7.8
LL + I    : M+   1420.2  1245.8   952.3   522.5   117.1   147.3     0.0
            V      47.2    68.3    83.7    99.1   111.0   110.1   114.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.6    70.8    84.6    99.1   111.0   110.1   114.0
            M    1247.9  1143.8   900.4   522.5   120.9   151.8    -0.0
Total     : M+   3758.9  3282.4  2486.9  1355.3   302.5   380.7     0.0
            V      68.1   110.1   146.2   182.3   209.5   207.6   216.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    78.6   112.6   147.1   182.3   209.5   207.6   216.6
            M    3586.6  3180.4  2435.0  1355.3   306.3   385.2    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    88.9    70.6   317.3   584.4   775.2   889.7   927.9
(Max)       V      39.1    37.2    37.6    31.7    23.8    15.8     7.9     0.0
Self wt.  : M       0.0    64.0    50.9   228.4   420.8   558.2   640.6   668.1
(Min)       V      28.1    26.7    27.0    22.8    17.1    11.4     5.7     0.0
DL-Prec.  : M       0.0    16.5    13.1    58.9   108.5   143.9   165.1   172.2
DC(Max)     V       7.3     6.9     7.0     5.9     4.4     2.9     1.5     0.0
DL-Prec.  : M       0.0    11.9     9.4    42.4    78.1   103.6   118.9   124.0
DC(Min)     V       5.2     5.0     5.0     4.2     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
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   123.5    98.1   440.6   811.6  1076.6  1235.6  1288.6
Haunch (Max)V      54.3    51.6    52.2    44.0    33.0    22.0    11.0     0.0
Deck +    : M       0.0    88.9    70.6   317.2   584.3   775.2   889.6   927.8
Haunch (Min)V      39.1    37.1    37.5    31.7    23.8    15.8     7.9     0.0
Diaphragm : M       0.0     0.7     0.6     2.8     5.8     8.8    11.8    14.8
(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     2.0     4.2     6.4     8.5    10.7
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    40.0    31.8   142.7   262.9   348.7   400.2   417.4
DC(Max)     V      17.6    16.7    16.9    14.3    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    28.8    22.9   102.8   189.3   251.1   288.2   300.5
DC(Min)     V      12.7    12.0    12.2    10.3     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    26.5    21.0    94.5   174.1   230.9   265.0   276.4
DW(Max)     V      11.6    11.1    11.2     9.4     7.1     4.7     2.4     0.0
DL-Comp   : M       0.0    11.5     9.1    40.9    75.4   100.1   114.8   119.8
DW(Min)     V       5.0     4.8     4.8     4.1     3.1     2.0     1.0     0.0
LL + I    : M+      0.0   322.3   256.1  1142.9  2083.1  2725.3  3106.8  3206.5
            V     249.4   240.9   242.7   216.7   183.1   149.5   103.1    69.5
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   249.4   240.9   242.7   216.7   185.1   154.9   126.0    98.4
            M       0.0   332.1   264.4  1142.9  1969.7  2502.1  2729.8  2674.3
Total     : M+      0.0   618.4   491.3  2199.7  4030.4  5309.5  6074.3  6303.8
            V     379.5   364.7   367.8   322.3   262.4   202.4   129.8    69.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   379.5   364.7   367.8   322.3   264.4   207.9   152.7    98.7
            M       0.0   628.2   499.7  2199.7  3916.9  5086.3  5697.4  5771.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   93.16   92.67   95.00
Self wt.  : M     889.7   775.2   584.4   317.3    70.6    88.9     0.0
(Max)       V       7.9    15.8    23.8    31.7    37.6    37.2    39.1
Self wt.  : M     640.6   558.2   420.8   228.4    50.9    64.0     0.0
(Min)       V       5.7    11.4    17.1    22.8    27.0    26.7    28.1
DL-Prec.  : M     165.1   143.9   108.5    58.9    13.1    16.5     0.0
DC(Max)     V       1.5     2.9     4.4     5.9     7.0     6.9     7.3
DL-Prec.  : M     118.9   103.6    78.1    42.4     9.4    11.9     0.0
DC(Min)     V       1.1     2.1     3.2     4.2     5.0     5.0     5.2
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    1235.6  1076.6   811.6   440.6    98.1   123.5     0.0
Haunch (Max)V      11.0    22.0    33.0    44.0    52.2    51.6    54.3
Deck +    : M     889.6   775.2   584.3   317.2    70.6    88.9     0.0
Haunch (Min)V       7.9    15.8    23.8    31.7    37.5    37.1    39.1
Diaphragm : M      11.8     8.8     5.8     2.8     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       8.5     6.4     4.2     2.0     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     400.2   348.7   262.9   142.7    31.8    40.0     0.0
DC(Max)     V       3.6     7.1    10.7    14.3    16.9    16.7    17.6
DL-Comp   : M     288.2   251.1   189.3   102.8    22.9    28.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.3    12.2    12.0    12.7
DL-Comp   : M     265.0   230.9   174.1    94.5    21.0    26.5     0.0
DW(Max)     V       2.4     4.7     7.1     9.4    11.2    11.1    11.6
DL-Comp   : M     114.8   100.1    75.4    40.9     9.1    11.5     0.0
DW(Min)     V       1.0     2.0     3.1     4.1     4.8     4.8     5.0
LL + I    : M+   3106.8  2725.3  2083.1  1142.9   256.1   322.3     0.0
            V     103.1   149.5   183.1   216.7   242.7   240.9   249.4
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   126.0   154.9   185.1   216.7   242.7   240.9   249.4
            M    2729.8  2502.1  1969.7  1142.9   264.4   332.1    -0.0
Total     : M+   6074.3  5309.5  4030.4  2199.7   491.3   618.4     0.0
            V     129.8   202.4   262.4   322.3   367.8   364.7   379.5
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   152.7   207.9   264.4   322.3   367.8   364.7   379.5
            M    5697.4  5086.3  3916.9  2199.7   499.7   628.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.1             39.1
Deck+Haunch            54.3             54.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.3              7.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           58.2             58.2
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
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    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    71.1    56.5   253.8   467.5   620.2   711.8   742.3
(Max)       V      31.3    29.7    30.0    25.4    19.0    12.7     6.3     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    13.2    10.5    47.1    86.8   115.1   132.1   137.8
DC(Max)     V       5.8     5.5     5.6     4.7     3.5     2.4     1.2     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    98.8    78.5   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.7    35.2    26.4    17.6     8.8     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     2.2     4.7     7.1     9.5    11.9
(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    32.0    25.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.5    11.4     8.6     5.7     2.9     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    17.7    14.0    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.5     6.3     4.7     3.1     1.6     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   127.2   101.2   445.5   793.7  1033.9  1156.6  1144.0
            V     114.4   110.7   111.5   100.2    86.1    65.8    51.6    37.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   114.4   110.7   111.5   100.2    86.1    71.9    57.8    43.6
            M       0.0   127.2   101.2   445.5   793.7  1006.6  1084.4  1027.1
Total     : M+      0.0   360.6   286.6  1278.3  2328.2  3070.5  3495.3  3585.0
            V     216.9   208.2   210.0   183.4   148.6   107.5    72.6    37.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   216.9   208.2   210.0   183.4   148.6   113.7    78.8    43.9
            M       0.0   360.6   286.6  1278.3  2328.2  3043.2  3423.1  3468.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   93.16   92.67   95.00
Self wt.  : M     711.8   620.2   467.5   253.8    56.5    71.1     0.0
(Max)       V       6.3    12.7    19.0    25.4    30.0    29.7    31.3
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     132.1   115.1    86.8    47.1    10.5    13.2     0.0
DC(Max)     V       1.2     2.4     3.5     4.7     5.6     5.5     5.8
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     988.5   861.3   649.3   352.5    78.5    98.8     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.7    41.3    43.4
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    25.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.5    13.4    14.1
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     176.7   153.9   116.0    63.0    14.0    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.5     7.4     7.8
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+   1156.6  1033.9   793.7   445.5   101.2   127.2     0.0
            V      51.6    65.8    86.1   100.2   111.5   110.7   114.4
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    57.8    71.9    86.1   100.2   111.5   110.7   114.4
            M    1084.4  1006.6   793.7   445.5   101.2   127.2     0.0
Total     : M+   3495.3  3070.5  2328.2  1278.3   286.6   360.6     0.0
            V      72.6   107.5   148.6   183.4   210.0   208.2   216.9
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    78.8   113.7   148.6   183.4   210.0   208.2   216.9
            M    3423.1  3043.2  2328.2  1278.3   286.6   360.6     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    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.209   0.621   1.098   1.432   1.625   1.693 
Bottom        -0.180  -0.530  -0.930  -1.203  -1.353  -1.410 
 
Prestress
Precast-top    0.144  -0.204  -0.600  -0.988  -1.367  -1.367 
Bottom         4.836   5.334   5.648   5.949   6.238   6.238 
 
Total
Precast-top    0.352   0.416   0.497   0.444   0.258   0.325 
Bottom         4.656   4.803   4.718   4.746   4.884   4.828 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.02 %)
             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    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top    0.050   0.125   0.121  -0.178  -0.522  -0.860  -1.189  -1.189
Bottom         0.979   4.206   3.554   4.639   4.912   5.175   5.425   5.425
 
Self wt.
Precast-top   -0.000   0.161   0.128   0.573   1.051   1.385   1.578   1.646
Bottom        -0.000  -0.139  -0.111  -0.490  -0.890  -1.164  -1.314  -1.371
 
DL-Prec (DC)
Precast-top   -0.000   0.030   0.024   0.106   0.195   0.257   0.293   0.305
Bottom        -0.000  -0.026  -0.021  -0.091  -0.165  -0.216  -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   0.010   0.016   0.021   0.026
Bottom        -0.000  -0.001  -0.001  -0.004  -0.009  -0.013  -0.017  -0.022
 
Deck + Haunch
Precast-top   -0.000   0.224   0.178   0.796   1.459   1.924   2.192   2.286
Bottom        -0.000  -0.193  -0.155  -0.680  -1.236  -1.616  -1.825  -1.904
 
DL-Comp (DC)
Topping-top   -0.000   0.016   0.013   0.056   0.103   0.135   0.155   0.161
Precast-top   -0.000   0.010   0.008   0.036   0.066   0.087   0.100   0.104
Bottom        -0.000  -0.038  -0.030  -0.133  -0.243  -0.319  -0.363  -0.379
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.031   0.057   0.075   0.085   0.089
Precast-top   -0.000   0.006   0.004   0.020   0.036   0.048   0.055   0.057
Bottom        -0.000  -0.021  -0.017  -0.073  -0.134  -0.176  -0.200  -0.209
 
LL+I(+)
Topping-top   -0.000   0.091   0.072   0.320   0.580   0.755   0.857   0.884
Precast-top   -0.000   0.058   0.046   0.205   0.372   0.485   0.552   0.570
Bottom        -0.000  -0.216  -0.174  -0.760  -1.373  -1.782  -2.013  -2.078
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.115   0.092   0.407   0.739   0.965   1.096   1.134 
Precast-top    0.050   0.615   0.510   1.563   2.667   3.342   3.601   3.805 
Bottom         0.979   3.572   3.045   2.408   0.862  -0.111  -0.553  -0.791 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.024   0.019   0.087   0.159   0.210   0.240   0.250 
Precast-top    0.050   0.557   0.464   1.359   2.295   2.857   3.050   3.236 
Bottom         0.979   3.789   3.219   3.168   2.235   1.671   1.461   1.287 
 

 
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    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.209   0.621   1.098   1.432   1.625   1.693 
Bottom        -0.180  -0.530  -0.930  -1.203  -1.353  -1.410 
 
Prestress
Precast-top    0.144  -0.204  -0.600  -0.988  -1.367  -1.367 
Bottom         4.836   5.334   5.648   5.949   6.238   6.238 
 
Total
Precast-top    0.352   0.416   0.497   0.444   0.258   0.325 
Bottom         4.656   4.803   4.718   4.746   4.884   4.828 
 
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 = 13.02 %)
             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    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top    0.050   0.125   0.121  -0.178  -0.522  -0.860  -1.189  -1.189
Bottom         0.979   4.206   3.554   4.639   4.912   5.175   5.425   5.425
 
Self wt.
Precast-top   -0.000   0.161   0.128   0.573   1.051   1.385   1.578   1.646
Bottom        -0.000  -0.139  -0.111  -0.490  -0.890  -1.164  -1.314  -1.371
 
DL-Prec (DC)
Precast-top   -0.000   0.030   0.024   0.106   0.195   0.257   0.293   0.305
Bottom        -0.000  -0.026  -0.021  -0.091  -0.165  -0.216  -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   0.010   0.016   0.021   0.026
Bottom        -0.000  -0.001  -0.001  -0.004  -0.009  -0.013  -0.017  -0.022
 
Deck + Haunch
Precast-top   -0.000   0.224   0.178   0.796   1.459   1.924   2.192   2.286
Bottom        -0.000  -0.193  -0.155  -0.680  -1.236  -1.616  -1.825  -1.904
 
DL-Comp (DC)
Topping-top   -0.000   0.016   0.013   0.056   0.103   0.135   0.155   0.161
Precast-top   -0.000   0.010   0.008   0.036   0.066   0.087   0.100   0.104
Bottom        -0.000  -0.038  -0.030  -0.133  -0.243  -0.319  -0.363  -0.379
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.031   0.057   0.075   0.085   0.089
Precast-top   -0.000   0.006   0.004   0.020   0.036   0.048   0.055   0.057
Bottom        -0.000  -0.021  -0.017  -0.073  -0.134  -0.176  -0.200  -0.209
 
LL+I(+)
Topping-top   -0.000   0.072   0.058   0.256   0.464   0.604   0.685   0.707
Precast-top   -0.000   0.046   0.037   0.164   0.298   0.388   0.441   0.456
Bottom        -0.000  -0.173  -0.139  -0.608  -1.099  -1.425  -1.611  -1.662
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.097   0.077   0.343   0.623   0.814   0.925   0.957 
Precast-top    0.050   0.603   0.501   1.522   2.593   3.245   3.491   3.691 
Bottom         0.979   3.615   3.080   2.560   1.137   0.245  -0.150  -0.376 
 

 
 
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    8.97   18.60   28.23   37.87   47.50
F_LL+I(+)
Topping-top   -0.000   0.063   0.050   0.218   0.387   0.502   0.558   0.552
Precast-top   -0.000   0.040   0.032   0.140   0.248   0.322   0.360   0.356
Bottom        -0.000  -0.149  -0.120  -0.518  -0.916  -1.183  -1.312  -1.297
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.075   0.060   0.262   0.466   0.607   0.678   0.677 
Precast-top    0.025   0.318   0.264   0.819   1.396   1.751   1.884   1.974 
Bottom         0.489   1.745   1.489   1.066   0.202  -0.348  -0.581  -0.654 
 

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
    379.5    6.5   40.4    1.030   3.9   6.00e-3 50.0    395.8     2.364    4.224      0.00
      0.0    1.0   39.9     42.0 0.170      22.0 0.87    12.00     0.127    1.470 
Transfer:   3.00
    364.7    6.5   40.4    4.633  17.6  -0.05e-3 28.8    266.9     0.767    1.760      0.00
    628.2    4.2   38.3    189.0 0.164     120.7 4.98    12.00     0.127    1.502 
Critical:   3.76
    359.0    6.5   39.3    5.183  17.6  -0.08e-3 28.7    261.5     0.772    1.320      0.00
    827.6    4.4   37.1    189.0 0.166     119.8 5.10    12.00     0.127    1.465 
0.1L    :   9.63
    322.3    6.5   38.7    7.648  17.6  -0.10e-3 28.6    222.7     0.680    0.827      0.00
   2199.7    5.9   35.8    189.0 0.154     117.8 5.20    12.00     0.127    1.134 
0.2L    :  19.27
    264.4    6.5   37.4    9.548  17.6  -0.05e-3 28.8    168.6     0.543    0.620      0.00
   3916.9    6.4   34.2    189.0 0.131     107.6 4.97    12.00     0.127    1.081 
0.3L    :  28.90
    207.9    6.5   38.6    9.548  17.6   0.40e-3 30.4    130.7     0.433    0.496      0.00
   5086.3    6.5   35.4    189.0 0.098      82.7 3.69    24.00     0.127    1.082 
0.4L    :  38.53
    152.7    6.5   39.9    9.548   0.0   0.78e-3 31.7     99.5     0.336    0.496      0.00
   5697.4    6.5   36.7    189.0 0.075      70.2 3.02    24.00     0.127    1.280 
0.5L    :  48.17
     98.7    6.5   39.9    9.548   0.0   0.68e-3 31.4     35.8     0.127    0.413      0.00
   5771.7    6.5   36.7    189.0 0.048      74.0 3.19    24.00     0.127    1.807 
0.6L    :  57.80
    152.7    6.5   39.9    9.548   0.0   0.78e-3 31.7     99.5     0.336    0.496      0.00
   5697.4    6.5   36.7    189.0 0.075      70.2 3.02    24.00     0.127    1.280 
0.7L    :  67.43
    207.9    6.5   38.6    9.548  17.6   0.40e-3 30.4    130.7     0.433    0.496      0.00
   5086.3    6.5   35.4    189.0 0.098      82.7 3.69    24.00     0.127    1.082 
0.8L    :  77.07
    264.4    6.5   37.4    9.548  17.6  -0.05e-3 28.8    168.6     0.543    0.620      0.00
   3916.9    6.4   34.2    189.0 0.131     107.6 4.97    12.00     0.127    1.081 
0.9L    :  86.70
    322.3    6.5   38.7    7.648  17.6  -0.10e-3 28.6    222.7     0.680    0.827      0.00
   2199.7    5.9   35.8    189.0 0.154     117.8 5.20    12.00     0.127    1.134 
Critical:  92.57
    359.6    6.5   39.3    5.157  17.6  -0.08e-3 28.7    262.2     0.775    1.320      0.00
    806.7    4.4   37.1    189.0 0.167     119.7 5.09    12.00     0.127    1.462 
Transfer:  93.33
    364.7    6.5   40.4    4.633  17.6  -0.05e-3 28.8    266.9     0.767    1.760      0.00
    628.2    4.2   38.3    189.0 0.164     120.7 4.98    12.00     0.127    1.502 
Bearing :  95.67
    379.5    6.5   40.4    1.030   3.9   6.00e-3 50.0    395.8     2.364    4.224      0.00
      0.0    1.0   39.9     42.0 0.170      22.0 0.87    12.00     0.127    1.470 
 

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
    379.5     10.57     40.37    0.96       39.90    24.00      0.300      2.774      0.434      4.224 
Transfer:      2.33
    364.7     10.58     40.37    4.18       38.29    24.00      0.300      2.778      0.437      1.760 
Critical:      3.09
    359.8     10.77     39.32    4.41       37.11    24.00      0.300      2.841      0.474      1.320 
0.1L    :      8.97
    322.3     10.02     38.72    5.94       35.75    24.00      0.300      2.589      0.324      0.827 
0.2L    :     18.60
    264.4      8.60     37.39    6.44       34.17    24.00      0.300      2.116      0.040      0.620 
0.3L    :     28.23
    207.9      6.52     38.64    6.45       35.41    24.00      0.300      1.425      0.000      0.496 
0.4L    :     37.87
    152.7      4.63     39.89    6.47       36.65    24.00      0.300      0.793      0.000      0.496 
0.5L    :     47.50
     98.7      2.99     39.89    6.47       36.65    24.00      0.300      0.248      0.000      0.413 
0.6L    :     57.13
    152.7      4.63     39.89    6.47       36.65    24.00      0.300      0.793      0.000      0.496 
0.7L    :     66.77
    207.9      6.52     38.64    6.45       35.41    24.00      0.300      1.425      0.000      0.496 
0.8L    :     76.40
    264.4      8.60     37.39    6.44       34.17    24.00      0.300      2.116      0.040      0.620 
0.9L    :     86.03
    322.3     10.02     38.72    5.94       35.75    24.00      0.300      2.589      0.324      0.827 
Critical:     91.91
    359.8     10.77     39.32    4.39       37.12    24.00      0.300      2.840      0.474      1.320 
Transfer:     92.67
    364.7     10.58     40.37    4.18       38.29    24.00      0.300      2.778      0.437      1.760 
Bearing :     95.00
    379.5     10.57     40.37    0.96       39.90    24.00      0.300      2.774      0.434      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.97 ft
Prestress      :       2.121  1.80      3.818  2.20      4.666
Self Wt.       :      -0.724  1.85     -1.339  2.40     -1.737
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          :       1.397            2.479            2.929
 
At 0.2 x L = 18.60 ft
Prestress      :       3.812  1.80      6.862  2.20      8.387
Self Wt.       :      -1.357  1.85     -2.510  2.40     -3.257
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          :       2.455            4.351            5.130
 
At 0.3 x L = 28.23 ft
Prestress      :       5.020  1.80      9.036  2.20     11.044
Self Wt.       :      -1.839  1.85     -3.402  2.40     -4.414
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          :       3.181            5.634            6.630
 
At 0.4 x L = 37.87 ft
Prestress      :       5.710  1.80     10.278  2.20     12.562
Self Wt.       :      -2.130  1.85     -3.941  2.40     -5.113
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          :       3.580            6.337            7.449
 
At 0.5 x L = 47.50 ft
Prestress      :       5.973  1.80     10.752  2.20     13.141
Self Wt.       :      -2.237  1.85     -4.138  2.40     -5.368
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          :       3.736            6.613            7.772
 
At 0.6 x L = 57.13 ft
Prestress      :       5.710  1.80     10.278  2.20     12.562
Self Wt.       :      -2.130  1.85     -3.941  2.40     -5.113
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          :       3.580            6.337            7.449
 
At 0.7 x L = 66.77 ft
Prestress      :       5.020  1.80      9.036  2.20     11.044
Self Wt.       :      -1.839  1.85     -3.402  2.40     -4.414
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          :       3.181            5.634            6.630
 
At 0.8 x L = 76.40 ft
Prestress      :       3.812  1.80      6.862  2.20      8.387
Self Wt.       :      -1.357  1.85     -2.510  2.40     -3.257
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          :       2.455            4.351            5.130
 
At 0.9 x L = 86.03 ft
Prestress      :       2.121  1.80      3.818  2.20      4.666
Self Wt.       :      -0.724  1.85     -1.339  2.40     -1.737
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          :       1.397            2.479            2.929
 

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
   618.4    35.0  6.080  259.4    4.9   4.18   4330.3  0.023T 1.00       -       -     -     -  
H/2     :   1.84
   491.3    35.0  5.088  261.1    4.1   3.52   3675.9  0.028T 1.00       -       -     -     -  
0.1L    :   8.97
  2199.7    36.0  8.784  255.3    7.0   5.94   6164.1  0.015T 1.00       -       -     -     -  
0.2L    :  18.60
  4030.4    37.4  9.536  254.7    7.6   6.44   6913.3  0.014T 1.00   4923.7  4923.7    1.40    -  
0.3L    :  28.23
  5309.5    38.6  9.548  255.1    7.6   6.45   7188.3  0.014T 1.00   4983.7  4983.7    1.44    -  
0.4L    :  37.87
  6074.3    39.9  9.548  255.6    7.6   6.47   7453.8  0.014T 1.00   5148.7  5148.7    1.45    -  
0.5L    :  47.50
  6303.8    39.9  9.548  255.6    7.6   6.47   7453.8  0.014T 1.00   5097.7  5097.7    1.46    -  
0.6L    :  57.13
  6074.3    39.9  9.548  255.6    7.6   6.47   7453.8  0.014T 1.00   5148.7  5148.7    1.45    -  
0.7L    :  66.77
  5309.5    38.6  9.548  255.1    7.6   6.45   7188.3  0.014T 1.00   4983.7  4983.7    1.44    -  
0.8L    :  76.40
  4030.4    37.4  9.536  254.7    7.6   6.44   6913.3  0.014T 1.00   4923.7  4923.7    1.40    -  
0.9L    :  86.03
  2199.7    36.0  8.784  255.3    7.0   5.94   6164.1  0.015T 1.00       -       -     -     -  
H/2     :  93.16
   491.3    35.0  5.088  261.1    4.1   3.52   3675.9  0.028T 1.00       -       -     -     -  
Transfer:  92.67
   618.4    35.0  6.080  259.4    4.9   4.18   4330.3  0.023T 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 1-22; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.100    0.478
        M   2.00 Fb     0.150   -0.174
 
  2   2 E  32.00 Ft     0.446    0.769
        M  10.00 Fb     0.088   -0.188
 
  3   2 E  30.00 Ft     0.759    1.028
        M   8.00 Fb     0.054   -0.175
 
  4   2 E  28.00 Ft     1.040    1.254
        M   6.00 Fb     0.047   -0.134
 
  5   2 E  26.00 Ft     1.289    1.449
        M   4.00 Fb     0.068   -0.066
 
  6   2 E  24.00 Ft     1.506    1.612
        M   2.00 Fb     0.117    0.029
 
  7   2 E   6.00 Ft     1.461    1.569
        M   6.00 Fb     0.392    0.300
 
  8   2 E   6.00 Ft     1.417    1.525
        M   6.00 Fb     0.667    0.572
 
  9   2 E   6.00 Ft     1.372    1.482
        M   6.00 Fb     0.942    0.843
 
 10   2 E   6.00 Ft     1.327    1.439
        M   6.00 Fb     1.217    1.115
 
 11   2 E   6.00 Ft     1.282    1.396
        M   6.00 Fb     1.491    1.386
 
 12   2 E   4.00 Ft     1.205    1.320
        M   4.00 Fb     1.794    1.685
 
 13   2 E   4.00 Ft     1.205    1.245
        M   4.00 Fb     1.794    1.986
 
 14   2 E   4.00 Ft     1.129    1.169
        M   4.00 Fb     2.096    2.285
 
 15   2 E   4.00 Ft     1.052    1.094
        M   4.00 Fb     2.399    2.584
 
 16   2 E   4.00 Ft     0.975    1.019
        M   4.00 Fb     2.702    2.882
 
 17   2 E   4.00 Ft     0.898    0.944
        M   4.00 Fb     3.004    3.181
 
 18   2 E   2.00 Ft     0.789    0.836
        M   2.00 Fb     3.334    3.508
 
 19   2 E   2.00 Ft     0.680    0.729
        M   2.00 Fb     3.665    3.834
 
 20   2 E   2.00 Ft     0.571    0.622
        M   2.00 Fb     3.995    4.160
 
 21   2 E   2.00 Ft     0.462    0.514
        M   2.00 Fb     4.325    4.486
 
 22   2 E   2.00 Ft     0.353    0.407
        M   2.00 Fb     4.655    4.813
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 96.33            Release Length, ft: 96.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  44
No. of strands, Draped:  10           No. of strands, Straight:  34
Concrete Strength, f'ci:   8.0  ksi        f'c:   9.5 ksi  f'ct   4.0 ksi
Initial losses: 10.21 %               Final losses: 14.26 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       4.884   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.258   0.4L/0.6L
      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)                  7453.76     6303.83     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %      16.67 %               NG
      Max. Debond Total                     0.00 %       4.55 %               NG
 
                       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   1.134     Midspan    1.800   0.250     Midspan
    Pre.Top:   5.700   3.805     Midspan    4.275   3.236     Midspan
    Pre.Bot:   5.700   3.572    Transfer    4.275   3.789    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.586   0.050     Bearing
    Pre.Bot:  -0.586  -0.376     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.800   1.974     Midspan
    Pre.Bot:                                                             3.800   1.745    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.973  1.80     10.752  2.20     13.141
Self Wt.       :      -2.237  1.85     -4.138  2.40     -5.368
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          :       3.736            6.613            7.772
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            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  = 111.000 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   95.00
     DC  Line       0.087      0.00       0.087   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.333 ft
Release length = 96.333 ft
Design  length = 95.000 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)  : 0.698   (Calculated)    
Live Moment (1  lane  loaded)  : 0.484   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.221   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.977   (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           1291.1 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           276409 in4#
Ht. of c.g.           =        17.14 in             28.97 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1571.8 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7517

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     8.97    18.60    28.23    37.87    47.50
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    640.4    671.0    664.6    672.9    672.9    672.9    672.9    672.9
  Yb      ,  in    17.04    16.68    16.75    16.59    16.51    16.43    16.36    16.36
  MI(Ixx) , in4   100479   102307   101913   103132   104065   105118   106293   106293
Composite: (At Final, using Ec =  5675.6 ksi )
  Area    , in2   1299.3   1327.8   1321.8   1329.5   1329.5   1329.5   1329.5   1329.5
  Yb      ,  in    28.84    28.42    28.51    28.36    28.33    28.29    28.26    28.26
  MI(Ixx) , in4   279467   290318   288022   292625   294626   296745   298979   298979

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           =       9.50 ksi           4.00 ksi
  Elasticity         =    5675.61 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.70 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.28 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           =       3.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.59 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  44 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 38.53 ft from member end )
END PATTERN (Ycg = 9.36 in):
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in     2 @ 24.000 in
     2 @ 26.000 in     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.36 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in
SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
13      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 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     =    9.55 in2      Initial Pull          =     1872.1 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.369 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.211 ft
Holddown Force        =  20.215 kips     Beam Shrtng (PL/AE)   =      0.607 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)       
--------------------------------------------------------------------------------------
      4239.536         740 3137.257     15.652 63389.453   841.155     609.782        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.50       0.1250      0.3333    Yes
      2      US#6[M19]       60.00        0.88       2.50       0.3333      0.5417     No
      2      US#6[M19]       60.00        0.88       2.50       0.5417      0.7500    Yes
      2      US#6[M19]       60.00        0.88       4.00       0.7500      1.0833     No
      2      US#6[M19]       60.00        0.88       4.00       1.0833      1.4167    Yes
      2      US#6[M19]       60.00        0.88       4.00       1.4167      1.7500     No
      2      US#6[M19]       60.00        0.88       6.00       1.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167     14.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.9167     27.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.9167     39.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      39.1667     57.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      57.1667     68.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      68.4167     81.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00      81.4167     91.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      91.9167     92.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      92.5833     94.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      94.5833     94.9167     No
      2      US#6[M19]       60.00        0.88       4.00      94.9167     95.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00      95.2500     95.5833     No
      2      US#6[M19]       60.00        0.88       2.50      95.5833     95.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50      95.7917     96.0000     No
      2      US#6[M19]       60.00        0.88       2.50      96.0000     96.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      96.2083     96.3333     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 96.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.5480 in2       Ycg =  4.36 in
         P_init    =     1872.1 kips  Ecc = 12.78 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.02 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.767 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -8.03 ksi    0.00 ksi
    due to Composite Loads                                 -2.50 ksi    0.00 ksi
    due to Live Loads                                      -7.06 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                        16.46 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.02 ksi  (10.21 %)             7.95 ksi ( 4.05 %)
Total Prestress Losses                                    27.97 ksi (14.26 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 168.1 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    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    71.1    56.5   253.8   467.5   620.2   711.8   742.3
(Max)       V      31.3    29.7    30.0    25.4    19.0    12.7     6.3     0.0
DL-Prec.  : M       0.0    13.2    10.5    47.1    86.8   115.1   132.1   137.8
DC(Max)     V       5.8     5.5     5.6     4.7     3.5     2.4     1.2     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    98.8    78.5   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.7    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.6     0.5     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    32.0    25.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.5    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    14.0    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.5     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   184.2   146.3   653.1  1190.4  1557.3  1775.3  1832.3
            V     142.5   137.7   138.7   123.8   104.6    85.4    58.9    39.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   142.5   137.7   138.7   123.8   105.8    88.5    72.0    56.2
            M       0.0   189.8   151.1   653.1  1125.5  1429.8  1559.9  1528.2
Total     : M+      0.0   417.5   331.7  1485.9  2725.0  3593.9  4114.0  4273.3
            V     245.1   235.2   237.3   207.1   167.1   127.1    79.9    40.0
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   245.1   235.2   237.3   207.1   168.3   130.3    93.0    56.5
            M       0.0   423.1   336.5  1485.9  2660.1  3466.3  3898.6  3969.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   93.16   92.67   95.00
Self wt.  : M     711.8   620.2   467.5   253.8    56.5    71.1     0.0
(Max)       V       6.3    12.7    19.0    25.4    30.0    29.7    31.3
DL-Prec.  : M     132.1   115.1    86.8    47.1    10.5    13.2     0.0
DC(Max)     V       1.2     2.4     3.5     4.7     5.6     5.5     5.8
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
Deck +    : M     988.5   861.3   649.3   352.5    78.5    98.8     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.7    41.3    43.4
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    25.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.5    13.4    14.1
DL-Comp   : M     176.7   153.9   116.0    63.0    14.0    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.5     7.4     7.8
LL + I    : M+   1775.3  1557.3  1190.4   653.1   146.3   184.2     0.0
            V      58.9    85.4   104.6   123.8   138.7   137.7   142.5
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    72.0    88.5   105.8   123.8   138.7   137.7   142.5
            M    1559.9  1429.8  1125.5   653.1   151.1   189.8    -0.0
Total     : M+   4114.0  3593.9  2725.0  1485.9   331.7   417.5     0.0
            V      79.9   127.1   167.1   207.1   237.3   235.2   245.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    93.0   130.3   168.3   207.1   237.3   235.2   245.1
            M    3898.6  3466.3  2660.1  1485.9   336.5   423.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.3             31.3
Deck+Haunch            43.4             43.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.8              5.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           38.8             38.8
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
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    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    71.1    56.5   253.8   467.5   620.2   711.8   742.3
(Max)       V      31.3    29.7    30.0    25.4    19.0    12.7     6.3     0.0
DL-Prec.  : M       0.0    13.2    10.5    47.1    86.8   115.1   132.1   137.8
DC(Max)     V       5.8     5.5     5.6     4.7     3.5     2.4     1.2     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    98.8    78.5   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.7    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.6     0.5     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    32.0    25.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.5    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    14.0    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.5     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   147.3   117.1   522.5   952.3  1245.8  1420.2  1465.8
            V     114.0   110.1   111.0    99.1    83.7    68.3    47.2    31.8
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   114.0   110.1   111.0    99.1    84.6    70.8    57.6    45.0
            M       0.0   151.8   120.9   522.5   900.4  1143.8  1247.9  1222.5
Total     : M+      0.0   380.7   302.5  1355.3  2486.9  3282.4  3758.9  3906.8
            V     216.6   207.6   209.5   182.3   146.2   110.1    68.1    32.0
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   216.6   207.6   209.5   182.3   147.1   112.6    78.6    45.2
            M       0.0   385.2   306.3  1355.3  2435.0  3180.4  3586.6  3663.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   93.16   92.67   95.00
Self wt.  : M     711.8   620.2   467.5   253.8    56.5    71.1     0.0
(Max)       V       6.3    12.7    19.0    25.4    30.0    29.7    31.3
DL-Prec.  : M     132.1   115.1    86.8    47.1    10.5    13.2     0.0
DC(Max)     V       1.2     2.4     3.5     4.7     5.6     5.5     5.8
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
Deck +    : M     988.5   861.3   649.3   352.5    78.5    98.8     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.7    41.3    43.4
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    25.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.5    13.4    14.1
DL-Comp   : M     176.7   153.9   116.0    63.0    14.0    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.5     7.4     7.8
LL + I    : M+   1420.2  1245.8   952.3   522.5   117.1   147.3     0.0
            V      47.2    68.3    83.7    99.1   111.0   110.1   114.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.6    70.8    84.6    99.1   111.0   110.1   114.0
            M    1247.9  1143.8   900.4   522.5   120.9   151.8    -0.0
Total     : M+   3758.9  3282.4  2486.9  1355.3   302.5   380.7     0.0
            V      68.1   110.1   146.2   182.3   209.5   207.6   216.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    78.6   112.6   147.1   182.3   209.5   207.6   216.6
            M    3586.6  3180.4  2435.0  1355.3   306.3   385.2    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    88.9    70.6   317.3   584.4   775.2   889.7   927.9
(Max)       V      39.1    37.2    37.6    31.7    23.8    15.8     7.9     0.0
Self wt.  : M       0.0    64.0    50.9   228.4   420.8   558.2   640.6   668.1
(Min)       V      28.1    26.7    27.0    22.8    17.1    11.4     5.7     0.0
DL-Prec.  : M       0.0    16.5    13.1    58.9   108.5   143.9   165.1   172.2
DC(Max)     V       7.3     6.9     7.0     5.9     4.4     2.9     1.5     0.0
DL-Prec.  : M       0.0    11.9     9.4    42.4    78.1   103.6   118.9   124.0
DC(Min)     V       5.2     5.0     5.0     4.2     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
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   123.5    98.1   440.6   811.6  1076.6  1235.6  1288.6
Haunch (Max)V      54.3    51.6    52.2    44.0    33.0    22.0    11.0     0.0
Deck +    : M       0.0    88.9    70.6   317.2   584.3   775.2   889.6   927.8
Haunch (Min)V      39.1    37.1    37.5    31.7    23.8    15.8     7.9     0.0
Diaphragm : M       0.0     0.7     0.6     2.8     5.8     8.8    11.8    14.8
(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     2.0     4.2     6.4     8.5    10.7
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    40.0    31.8   142.7   262.9   348.7   400.2   417.4
DC(Max)     V      17.6    16.7    16.9    14.3    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    28.8    22.9   102.8   189.3   251.1   288.2   300.5
DC(Min)     V      12.7    12.0    12.2    10.3     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    26.5    21.0    94.5   174.1   230.9   265.0   276.4
DW(Max)     V      11.6    11.1    11.2     9.4     7.1     4.7     2.4     0.0
DL-Comp   : M       0.0    11.5     9.1    40.9    75.4   100.1   114.8   119.8
DW(Min)     V       5.0     4.8     4.8     4.1     3.1     2.0     1.0     0.0
LL + I    : M+      0.0   322.3   256.1  1142.9  2083.1  2725.3  3106.8  3206.5
            V     249.4   240.9   242.7   216.7   183.1   149.5   103.1    69.5
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   249.4   240.9   242.7   216.7   185.1   154.9   126.0    98.4
            M       0.0   332.1   264.4  1142.9  1969.7  2502.1  2729.8  2674.3
Total     : M+      0.0   618.4   491.3  2199.7  4030.4  5309.5  6074.3  6303.8
            V     379.5   364.7   367.8   322.3   262.4   202.4   129.8    69.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   379.5   364.7   367.8   322.3   264.4   207.9   152.7    98.7
            M       0.0   628.2   499.7  2199.7  3916.9  5086.3  5697.4  5771.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   93.16   92.67   95.00
Self wt.  : M     889.7   775.2   584.4   317.3    70.6    88.9     0.0
(Max)       V       7.9    15.8    23.8    31.7    37.6    37.2    39.1
Self wt.  : M     640.6   558.2   420.8   228.4    50.9    64.0     0.0
(Min)       V       5.7    11.4    17.1    22.8    27.0    26.7    28.1
DL-Prec.  : M     165.1   143.9   108.5    58.9    13.1    16.5     0.0
DC(Max)     V       1.5     2.9     4.4     5.9     7.0     6.9     7.3
DL-Prec.  : M     118.9   103.6    78.1    42.4     9.4    11.9     0.0
DC(Min)     V       1.1     2.1     3.2     4.2     5.0     5.0     5.2
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    1235.6  1076.6   811.6   440.6    98.1   123.5     0.0
Haunch (Max)V      11.0    22.0    33.0    44.0    52.2    51.6    54.3
Deck +    : M     889.6   775.2   584.3   317.2    70.6    88.9     0.0
Haunch (Min)V       7.9    15.8    23.8    31.7    37.5    37.1    39.1
Diaphragm : M      11.8     8.8     5.8     2.8     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       8.5     6.4     4.2     2.0     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     400.2   348.7   262.9   142.7    31.8    40.0     0.0
DC(Max)     V       3.6     7.1    10.7    14.3    16.9    16.7    17.6
DL-Comp   : M     288.2   251.1   189.3   102.8    22.9    28.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.3    12.2    12.0    12.7
DL-Comp   : M     265.0   230.9   174.1    94.5    21.0    26.5     0.0
DW(Max)     V       2.4     4.7     7.1     9.4    11.2    11.1    11.6
DL-Comp   : M     114.8   100.1    75.4    40.9     9.1    11.5     0.0
DW(Min)     V       1.0     2.0     3.1     4.1     4.8     4.8     5.0
LL + I    : M+   3106.8  2725.3  2083.1  1142.9   256.1   322.3     0.0
            V     103.1   149.5   183.1   216.7   242.7   240.9   249.4
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   126.0   154.9   185.1   216.7   242.7   240.9   249.4
            M    2729.8  2502.1  1969.7  1142.9   264.4   332.1    -0.0
Total     : M+   6074.3  5309.5  4030.4  2199.7   491.3   618.4     0.0
            V     129.8   202.4   262.4   322.3   367.8   364.7   379.5
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   152.7   207.9   264.4   322.3   367.8   364.7   379.5
            M    5697.4  5086.3  3916.9  2199.7   499.7   628.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.1             39.1
Deck+Haunch            54.3             54.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.3              7.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           58.2             58.2
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
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    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    71.1    56.5   253.8   467.5   620.2   711.8   742.3
(Max)       V      31.3    29.7    30.0    25.4    19.0    12.7     6.3     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    13.2    10.5    47.1    86.8   115.1   132.1   137.8
DC(Max)     V       5.8     5.5     5.6     4.7     3.5     2.4     1.2     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    98.8    78.5   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.7    35.2    26.4    17.6     8.8     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     2.2     4.7     7.1     9.5    11.9
(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    32.0    25.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.5    11.4     8.6     5.7     2.9     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    17.7    14.0    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.5     6.3     4.7     3.1     1.6     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   127.2   101.2   445.5   793.7  1033.9  1156.6  1144.0
            V     114.4   110.7   111.5   100.2    86.1    65.8    51.6    37.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   114.4   110.7   111.5   100.2    86.1    71.9    57.8    43.6
            M       0.0   127.2   101.2   445.5   793.7  1006.6  1084.4  1027.1
Total     : M+      0.0   360.6   286.6  1278.3  2328.2  3070.5  3495.3  3585.0
            V     216.9   208.2   210.0   183.4   148.6   107.5    72.6    37.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   216.9   208.2   210.0   183.4   148.6   113.7    78.8    43.9
            M       0.0   360.6   286.6  1278.3  2328.2  3043.2  3423.1  3468.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   93.16   92.67   95.00
Self wt.  : M     711.8   620.2   467.5   253.8    56.5    71.1     0.0
(Max)       V       6.3    12.7    19.0    25.4    30.0    29.7    31.3
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     132.1   115.1    86.8    47.1    10.5    13.2     0.0
DC(Max)     V       1.2     2.4     3.5     4.7     5.6     5.5     5.8
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     988.5   861.3   649.3   352.5    78.5    98.8     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.7    41.3    43.4
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    25.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.5    13.4    14.1
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     176.7   153.9   116.0    63.0    14.0    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.5     7.4     7.8
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+   1156.6  1033.9   793.7   445.5   101.2   127.2     0.0
            V      51.6    65.8    86.1   100.2   111.5   110.7   114.4
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    57.8    71.9    86.1   100.2   111.5   110.7   114.4
            M    1084.4  1006.6   793.7   445.5   101.2   127.2     0.0
Total     : M+   3495.3  3070.5  2328.2  1278.3   286.6   360.6     0.0
            V      72.6   107.5   148.6   183.4   210.0   208.2   216.9
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    78.8   113.7   148.6   183.4   210.0   208.2   216.9
            M    3423.1  3043.2  2328.2  1278.3   286.6   360.6     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    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.209   0.621   1.098   1.432   1.625   1.693 
Bottom        -0.180  -0.530  -0.930  -1.203  -1.353  -1.410 
 
Prestress
Precast-top    0.144  -0.204  -0.600  -0.988  -1.367  -1.367 
Bottom         4.836   5.334   5.648   5.949   6.238   6.238 
 
Total
Precast-top    0.352   0.416   0.497   0.444   0.258   0.325 
Bottom         4.656   4.803   4.718   4.746   4.884   4.828 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.02 %)
             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    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top    0.050   0.125   0.121  -0.178  -0.522  -0.860  -1.189  -1.189
Bottom         0.979   4.206   3.554   4.639   4.912   5.175   5.425   5.425
 
Self wt.
Precast-top   -0.000   0.161   0.128   0.573   1.051   1.385   1.578   1.646
Bottom        -0.000  -0.139  -0.111  -0.490  -0.890  -1.164  -1.314  -1.371
 
DL-Prec (DC)
Precast-top   -0.000   0.030   0.024   0.106   0.195   0.257   0.293   0.305
Bottom        -0.000  -0.026  -0.021  -0.091  -0.165  -0.216  -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   0.010   0.016   0.021   0.026
Bottom        -0.000  -0.001  -0.001  -0.004  -0.009  -0.013  -0.017  -0.022
 
Deck + Haunch
Precast-top   -0.000   0.224   0.178   0.796   1.459   1.924   2.192   2.286
Bottom        -0.000  -0.193  -0.155  -0.680  -1.236  -1.616  -1.825  -1.904
 
DL-Comp (DC)
Topping-top   -0.000   0.016   0.013   0.056   0.103   0.135   0.155   0.161
Precast-top   -0.000   0.010   0.008   0.036   0.066   0.087   0.100   0.104
Bottom        -0.000  -0.038  -0.030  -0.133  -0.243  -0.319  -0.363  -0.379
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.031   0.057   0.075   0.085   0.089
Precast-top   -0.000   0.006   0.004   0.020   0.036   0.048   0.055   0.057
Bottom        -0.000  -0.021  -0.017  -0.073  -0.134  -0.176  -0.200  -0.209
 
LL+I(+)
Topping-top   -0.000   0.091   0.072   0.320   0.580   0.755   0.857   0.884
Precast-top   -0.000   0.058   0.046   0.205   0.372   0.485   0.552   0.570
Bottom        -0.000  -0.216  -0.174  -0.760  -1.373  -1.782  -2.013  -2.078
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.115   0.092   0.407   0.739   0.965   1.096   1.134 
Precast-top    0.050   0.615   0.510   1.563   2.667   3.342   3.601   3.805 
Bottom         0.979   3.572   3.045   2.408   0.862  -0.111  -0.553  -0.791 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.024   0.019   0.087   0.159   0.210   0.240   0.250 
Precast-top    0.050   0.557   0.464   1.359   2.295   2.857   3.050   3.236 
Bottom         0.979   3.789   3.219   3.168   2.235   1.671   1.461   1.287 
 

 
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    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.209   0.621   1.098   1.432   1.625   1.693 
Bottom        -0.180  -0.530  -0.930  -1.203  -1.353  -1.410 
 
Prestress
Precast-top    0.144  -0.204  -0.600  -0.988  -1.367  -1.367 
Bottom         4.836   5.334   5.648   5.949   6.238   6.238 
 
Total
Precast-top    0.352   0.416   0.497   0.444   0.258   0.325 
Bottom         4.656   4.803   4.718   4.746   4.884   4.828 
 
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 = 13.02 %)
             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    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top    0.050   0.125   0.121  -0.178  -0.522  -0.860  -1.189  -1.189
Bottom         0.979   4.206   3.554   4.639   4.912   5.175   5.425   5.425
 
Self wt.
Precast-top   -0.000   0.161   0.128   0.573   1.051   1.385   1.578   1.646
Bottom        -0.000  -0.139  -0.111  -0.490  -0.890  -1.164  -1.314  -1.371
 
DL-Prec (DC)
Precast-top   -0.000   0.030   0.024   0.106   0.195   0.257   0.293   0.305
Bottom        -0.000  -0.026  -0.021  -0.091  -0.165  -0.216  -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   0.010   0.016   0.021   0.026
Bottom        -0.000  -0.001  -0.001  -0.004  -0.009  -0.013  -0.017  -0.022
 
Deck + Haunch
Precast-top   -0.000   0.224   0.178   0.796   1.459   1.924   2.192   2.286
Bottom        -0.000  -0.193  -0.155  -0.680  -1.236  -1.616  -1.825  -1.904
 
DL-Comp (DC)
Topping-top   -0.000   0.016   0.013   0.056   0.103   0.135   0.155   0.161
Precast-top   -0.000   0.010   0.008   0.036   0.066   0.087   0.100   0.104
Bottom        -0.000  -0.038  -0.030  -0.133  -0.243  -0.319  -0.363  -0.379
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.031   0.057   0.075   0.085   0.089
Precast-top   -0.000   0.006   0.004   0.020   0.036   0.048   0.055   0.057
Bottom        -0.000  -0.021  -0.017  -0.073  -0.134  -0.176  -0.200  -0.209
 
LL+I(+)
Topping-top   -0.000   0.072   0.058   0.256   0.464   0.604   0.685   0.707
Precast-top   -0.000   0.046   0.037   0.164   0.298   0.388   0.441   0.456
Bottom        -0.000  -0.173  -0.139  -0.608  -1.099  -1.425  -1.611  -1.662
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.097   0.077   0.343   0.623   0.814   0.925   0.957 
Precast-top    0.050   0.603   0.501   1.522   2.593   3.245   3.491   3.691 
Bottom         0.979   3.615   3.080   2.560   1.137   0.245  -0.150  -0.376 
 

 
 
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    8.97   18.60   28.23   37.87   47.50
F_LL+I(+)
Topping-top   -0.000   0.063   0.050   0.218   0.387   0.502   0.558   0.552
Precast-top   -0.000   0.040   0.032   0.140   0.248   0.322   0.360   0.356
Bottom        -0.000  -0.149  -0.120  -0.518  -0.916  -1.183  -1.312  -1.297
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.075   0.060   0.262   0.466   0.607   0.678   0.677 
Precast-top    0.025   0.318   0.264   0.819   1.396   1.751   1.884   1.974 
Bottom         0.489   1.745   1.489   1.066   0.202  -0.348  -0.581  -0.654 
 

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
    379.5    6.5   40.4    1.030   3.9   6.00e-3 50.0    395.8     2.364    4.224      0.00
      0.0    1.0   39.9     42.0 0.170      22.0 0.87    12.00     0.127    1.470 
Transfer:   3.00
    364.7    6.5   40.4    4.633  17.6  -0.05e-3 28.8    266.9     0.767    1.760      0.00
    628.2    4.2   38.3    189.0 0.164     120.7 4.98    12.00     0.127    1.502 
Critical:   3.76
    359.0    6.5   39.3    5.183  17.6  -0.08e-3 28.7    261.5     0.772    1.320      0.00
    827.6    4.4   37.1    189.0 0.166     119.8 5.10    12.00     0.127    1.465 
0.1L    :   9.63
    322.3    6.5   38.7    7.648  17.6  -0.10e-3 28.6    222.7     0.680    0.827      0.00
   2199.7    5.9   35.8    189.0 0.154     117.8 5.20    12.00     0.127    1.134 
0.2L    :  19.27
    264.4    6.5   37.4    9.548  17.6  -0.05e-3 28.8    168.6     0.543    0.620      0.00
   3916.9    6.4   34.2    189.0 0.131     107.6 4.97    12.00     0.127    1.081 
0.3L    :  28.90
    207.9    6.5   38.6    9.548  17.6   0.40e-3 30.4    130.7     0.433    0.496      0.00
   5086.3    6.5   35.4    189.0 0.098      82.7 3.69    24.00     0.127    1.082 
0.4L    :  38.53
    152.7    6.5   39.9    9.548   0.0   0.78e-3 31.7     99.5     0.336    0.496      0.00
   5697.4    6.5   36.7    189.0 0.075      70.2 3.02    24.00     0.127    1.280 
0.5L    :  48.17
     98.7    6.5   39.9    9.548   0.0   0.68e-3 31.4     35.8     0.127    0.413      0.00
   5771.7    6.5   36.7    189.0 0.048      74.0 3.19    24.00     0.127    1.807 
0.6L    :  57.80
    152.7    6.5   39.9    9.548   0.0   0.78e-3 31.7     99.5     0.336    0.496      0.00
   5697.4    6.5   36.7    189.0 0.075      70.2 3.02    24.00     0.127    1.280 
0.7L    :  67.43
    207.9    6.5   38.6    9.548  17.6   0.40e-3 30.4    130.7     0.433    0.496      0.00
   5086.3    6.5   35.4    189.0 0.098      82.7 3.69    24.00     0.127    1.082 
0.8L    :  77.07
    264.4    6.5   37.4    9.548  17.6  -0.05e-3 28.8    168.6     0.543    0.620      0.00
   3916.9    6.4   34.2    189.0 0.131     107.6 4.97    12.00     0.127    1.081 
0.9L    :  86.70
    322.3    6.5   38.7    7.648  17.6  -0.10e-3 28.6    222.7     0.680    0.827      0.00
   2199.7    5.9   35.8    189.0 0.154     117.8 5.20    12.00     0.127    1.134 
Critical:  92.57
    359.6    6.5   39.3    5.157  17.6  -0.08e-3 28.7    262.2     0.775    1.320      0.00
    806.7    4.4   37.1    189.0 0.167     119.7 5.09    12.00     0.127    1.462 
Transfer:  93.33
    364.7    6.5   40.4    4.633  17.6  -0.05e-3 28.8    266.9     0.767    1.760      0.00
    628.2    4.2   38.3    189.0 0.164     120.7 4.98    12.00     0.127    1.502 
Bearing :  95.67
    379.5    6.5   40.4    1.030   3.9   6.00e-3 50.0    395.8     2.364    4.224      0.00
      0.0    1.0   39.9     42.0 0.170      22.0 0.87    12.00     0.127    1.470 
 

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
    379.5     10.57     40.37    0.96       39.90    24.00      0.300      2.774      0.434      4.224 
Transfer:      2.33
    364.7     10.58     40.37    4.18       38.29    24.00      0.300      2.778      0.437      1.760 
Critical:      3.09
    359.8     10.77     39.32    4.41       37.11    24.00      0.300      2.841      0.474      1.320 
0.1L    :      8.97
    322.3     10.02     38.72    5.94       35.75    24.00      0.300      2.589      0.324      0.827 
0.2L    :     18.60
    264.4      8.60     37.39    6.44       34.17    24.00      0.300      2.116      0.040      0.620 
0.3L    :     28.23
    207.9      6.52     38.64    6.45       35.41    24.00      0.300      1.425      0.000      0.496 
0.4L    :     37.87
    152.7      4.63     39.89    6.47       36.65    24.00      0.300      0.793      0.000      0.496 
0.5L    :     47.50
     98.7      2.99     39.89    6.47       36.65    24.00      0.300      0.248      0.000      0.413 
0.6L    :     57.13
    152.7      4.63     39.89    6.47       36.65    24.00      0.300      0.793      0.000      0.496 
0.7L    :     66.77
    207.9      6.52     38.64    6.45       35.41    24.00      0.300      1.425      0.000      0.496 
0.8L    :     76.40
    264.4      8.60     37.39    6.44       34.17    24.00      0.300      2.116      0.040      0.620 
0.9L    :     86.03
    322.3     10.02     38.72    5.94       35.75    24.00      0.300      2.589      0.324      0.827 
Critical:     91.91
    359.8     10.77     39.32    4.39       37.12    24.00      0.300      2.840      0.474      1.320 
Transfer:     92.67
    364.7     10.58     40.37    4.18       38.29    24.00      0.300      2.778      0.437      1.760 
Bearing :     95.00
    379.5     10.57     40.37    0.96       39.90    24.00      0.300      2.774      0.434      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.97 ft
Prestress      :       2.121  1.80      3.818  2.20      4.666
Self Wt.       :      -0.724  1.85     -1.339  2.40     -1.737
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          :       1.397            2.479            2.929
 
At 0.2 x L = 18.60 ft
Prestress      :       3.812  1.80      6.862  2.20      8.387
Self Wt.       :      -1.357  1.85     -2.510  2.40     -3.257
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          :       2.455            4.351            5.130
 
At 0.3 x L = 28.23 ft
Prestress      :       5.020  1.80      9.036  2.20     11.044
Self Wt.       :      -1.839  1.85     -3.402  2.40     -4.414
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          :       3.181            5.634            6.630
 
At 0.4 x L = 37.87 ft
Prestress      :       5.710  1.80     10.278  2.20     12.562
Self Wt.       :      -2.130  1.85     -3.941  2.40     -5.113
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          :       3.580            6.337            7.449
 
At 0.5 x L = 47.50 ft
Prestress      :       5.973  1.80     10.752  2.20     13.141
Self Wt.       :      -2.237  1.85     -4.138  2.40     -5.368
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          :       3.736            6.613            7.772
 
At 0.6 x L = 57.13 ft
Prestress      :       5.710  1.80     10.278  2.20     12.562
Self Wt.       :      -2.130  1.85     -3.941  2.40     -5.113
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          :       3.580            6.337            7.449
 
At 0.7 x L = 66.77 ft
Prestress      :       5.020  1.80      9.036  2.20     11.044
Self Wt.       :      -1.839  1.85     -3.402  2.40     -4.414
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          :       3.181            5.634            6.630
 
At 0.8 x L = 76.40 ft
Prestress      :       3.812  1.80      6.862  2.20      8.387
Self Wt.       :      -1.357  1.85     -2.510  2.40     -3.257
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          :       2.455            4.351            5.130
 
At 0.9 x L = 86.03 ft
Prestress      :       2.121  1.80      3.818  2.20      4.666
Self Wt.       :      -0.724  1.85     -1.339  2.40     -1.737
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          :       1.397            2.479            2.929
 

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
   618.4    35.0  6.080  259.4    4.9   4.18   4330.3  0.023T 1.00       -       -     -     -  
H/2     :   1.84
   491.3    35.0  5.088  261.1    4.1   3.52   3675.9  0.028T 1.00       -       -     -     -  
0.1L    :   8.97
  2199.7    36.0  8.784  255.3    7.0   5.94   6164.1  0.015T 1.00       -       -     -     -  
0.2L    :  18.60
  4030.4    37.4  9.536  254.7    7.6   6.44   6913.3  0.014T 1.00   4923.7  4923.7    1.40    -  
0.3L    :  28.23
  5309.5    38.6  9.548  255.1    7.6   6.45   7188.3  0.014T 1.00   4983.7  4983.7    1.44    -  
0.4L    :  37.87
  6074.3    39.9  9.548  255.6    7.6   6.47   7453.8  0.014T 1.00   5148.7  5148.7    1.45    -  
0.5L    :  47.50
  6303.8    39.9  9.548  255.6    7.6   6.47   7453.8  0.014T 1.00   5097.7  5097.7    1.46    -  
0.6L    :  57.13
  6074.3    39.9  9.548  255.6    7.6   6.47   7453.8  0.014T 1.00   5148.7  5148.7    1.45    -  
0.7L    :  66.77
  5309.5    38.6  9.548  255.1    7.6   6.45   7188.3  0.014T 1.00   4983.7  4983.7    1.44    -  
0.8L    :  76.40
  4030.4    37.4  9.536  254.7    7.6   6.44   6913.3  0.014T 1.00   4923.7  4923.7    1.40    -  
0.9L    :  86.03
  2199.7    36.0  8.784  255.3    7.0   5.94   6164.1  0.015T 1.00       -       -     -     -  
H/2     :  93.16
   491.3    35.0  5.088  261.1    4.1   3.52   3675.9  0.028T 1.00       -       -     -     -  
Transfer:  92.67
   618.4    35.0  6.080  259.4    4.9   4.18   4330.3  0.023T 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 1-22; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.100    0.478
        M   2.00 Fb     0.150   -0.174
 
  2   2 E  32.00 Ft     0.446    0.769
        M  10.00 Fb     0.088   -0.188
 
  3   2 E  30.00 Ft     0.759    1.028
        M   8.00 Fb     0.054   -0.175
 
  4   2 E  28.00 Ft     1.040    1.254
        M   6.00 Fb     0.047   -0.134
 
  5   2 E  26.00 Ft     1.289    1.449
        M   4.00 Fb     0.068   -0.066
 
  6   2 E  24.00 Ft     1.506    1.612
        M   2.00 Fb     0.117    0.029
 
  7   2 E   6.00 Ft     1.461    1.569
        M   6.00 Fb     0.392    0.300
 
  8   2 E   6.00 Ft     1.417    1.525
        M   6.00 Fb     0.667    0.572
 
  9   2 E   6.00 Ft     1.372    1.482
        M   6.00 Fb     0.942    0.843
 
 10   2 E   6.00 Ft     1.327    1.439
        M   6.00 Fb     1.217    1.115
 
 11   2 E   6.00 Ft     1.282    1.396
        M   6.00 Fb     1.491    1.386
 
 12   2 E   4.00 Ft     1.205    1.320
        M   4.00 Fb     1.794    1.685
 
 13   2 E   4.00 Ft     1.205    1.245
        M   4.00 Fb     1.794    1.986
 
 14   2 E   4.00 Ft     1.129    1.169
        M   4.00 Fb     2.096    2.285
 
 15   2 E   4.00 Ft     1.052    1.094
        M   4.00 Fb     2.399    2.584
 
 16   2 E   4.00 Ft     0.975    1.019
        M   4.00 Fb     2.702    2.882
 
 17   2 E   4.00 Ft     0.898    0.944
        M   4.00 Fb     3.004    3.181
 
 18   2 E   2.00 Ft     0.789    0.836
        M   2.00 Fb     3.334    3.508
 
 19   2 E   2.00 Ft     0.680    0.729
        M   2.00 Fb     3.665    3.834
 
 20   2 E   2.00 Ft     0.571    0.622
        M   2.00 Fb     3.995    4.160
 
 21   2 E   2.00 Ft     0.462    0.514
        M   2.00 Fb     4.325    4.486
 
 22   2 E   2.00 Ft     0.353    0.407
        M   2.00 Fb     4.655    4.813
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 96.33            Release Length, ft: 96.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  44
No. of strands, Draped:  10           No. of strands, Straight:  34
Concrete Strength, f'ci:   8.0  ksi        f'c:   9.5 ksi  f'ct   4.0 ksi
Initial losses: 10.21 %               Final losses: 14.26 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       4.884   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.258   0.4L/0.6L
      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)                  7453.76     6303.83     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %      16.67 %               NG
      Max. Debond Total                     0.00 %       4.55 %               NG
 
                       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   1.134     Midspan    1.800   0.250     Midspan
    Pre.Top:   5.700   3.805     Midspan    4.275   3.236     Midspan
    Pre.Bot:   5.700   3.572    Transfer    4.275   3.789    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.586   0.050     Bearing
    Pre.Bot:  -0.586  -0.376     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.800   1.974     Midspan
    Pre.Bot:                                                             3.800   1.745    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.973  1.80     10.752  2.20     13.141
Self Wt.       :      -2.237  1.85     -4.138  2.40     -5.368
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          :       3.736            6.613            7.772
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  3.50 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            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  =  97.500 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   95.00
     DC  Line       0.076      0.00       0.076   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.333 ft
Release length = 96.333 ft
Design  length = 95.000 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)  : 0.683   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.970   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.069   (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           1212.5 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           265115 in4#
Ht. of c.g.           =        17.14 in             28.23 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1462.8 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.7517

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     8.97    18.60    28.23    37.87    47.50
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    640.4    671.0    664.6    672.9    672.9    672.9    672.9    672.9
  Yb      ,  in    17.04    16.68    16.75    16.59    16.51    16.43    16.36    16.36
  MI(Ixx) , in4   100479   102307   101913   103132   104065   105118   106293   106293
Composite: (At Final, using Ec =  5675.6 ksi )
  Area    , in2   1220.6   1249.1   1243.1   1250.9   1250.9   1250.9   1250.9   1250.9
  Yb      ,  in    28.10    27.67    27.76    27.61    27.57    27.53    27.49    27.49
  MI(Ixx) , in4   267943   277978   275855   280172   282101   284146   286308   286308

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           =       9.50 ksi           4.00 ksi
  Elasticity         =    5675.61 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.70 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.28 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           =       3.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.59 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  44 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 38.53 ft from member end )
END PATTERN (Ycg = 9.36 in):
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in     2 @ 24.000 in
     2 @ 26.000 in     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.36 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    10 @  6.000 in
SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
13      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 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     =    9.55 in2      Initial Pull          =     1872.1 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.221 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.026 ft
Holddown Force        =  20.215 kips     Beam Shrtng (PL/AE)   =      0.607 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)       
--------------------------------------------------------------------------------------
      4239.536         740 3137.257     15.652 63389.453   841.155     609.782        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.50       0.1250      0.3333    Yes
      2      US#6[M19]       60.00        0.88       2.50       0.3333      0.5417     No
      2      US#6[M19]       60.00        0.88       2.50       0.5417      0.7500    Yes
      2      US#6[M19]       60.00        0.88       4.00       0.7500      1.0833     No
      2      US#6[M19]       60.00        0.88       4.00       1.0833      1.4167    Yes
      2      US#6[M19]       60.00        0.88       4.00       1.4167      1.7500     No
      2      US#6[M19]       60.00        0.88       6.00       1.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167     14.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.9167     27.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.9167     39.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      39.1667     57.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      57.1667     68.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      68.4167     81.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00      81.4167     91.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      91.9167     92.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      92.5833     94.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      94.5833     94.9167     No
      2      US#6[M19]       60.00        0.88       4.00      94.9167     95.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00      95.2500     95.5833     No
      2      US#6[M19]       60.00        0.88       2.50      95.5833     95.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50      95.7917     96.0000     No
      2      US#6[M19]       60.00        0.88       2.50      96.0000     96.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      96.2083     96.3333     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 96.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.5480 in2       Ycg =  4.36 in
         P_init    =     1872.1 kips  Ecc = 12.78 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.02 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.767 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.07 ksi    0.00 ksi
    due to Composite Loads                                 -2.52 ksi    0.00 ksi
    due to Live Loads                                      -8.18 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                        16.46 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.02 ksi  (10.21 %)             7.76 ksi ( 3.96 %)
Total Prestress Losses                                    27.78 ksi (14.17 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 168.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    71.1    56.5   253.8   467.5   620.2   711.8   742.3
(Max)       V      31.3    29.7    30.0    25.4    19.0    12.7     6.3     0.0
DL-Prec.  : M       0.0    12.1     9.6    43.0    79.3   105.2   120.7   125.9
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    87.0    69.1   310.4   571.8   758.6   870.6   907.9
Haunch (Max)V      38.2    36.4    36.7    31.0    23.3    15.5     7.8     0.0
Diaphragm : M       0.0     0.3     0.2     1.1     2.3     3.5     4.7     5.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.0    25.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.5    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    14.0    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.5     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   211.0   167.7   748.3  1363.8  1784.2  2034.0  2099.2
            V     124.8   120.5   121.4   108.4    91.6    74.8    51.6    34.8
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   124.8   120.5   121.4   108.4    92.6    77.5    63.1    49.2
            M       0.0   217.4   173.1   748.3  1289.5  1638.1  1787.2  1750.8
Total     : M+      0.0   431.2   342.6  1533.8  2811.1  3704.6  4238.6  4399.5
            V     221.5   212.5   214.4   186.9   150.5   114.1    71.3    34.9
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   221.5   212.5   214.4   186.9   151.5   116.8    82.8    49.4
            M       0.0   437.6   348.0  1533.8  2736.8  3558.4  3991.8  4051.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   93.16   92.67   95.00
Self wt.  : M     711.8   620.2   467.5   253.8    56.5    71.1     0.0
(Max)       V       6.3    12.7    19.0    25.4    30.0    29.7    31.3
DL-Prec.  : M     120.7   105.2    79.3    43.0     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     870.6   758.6   571.8   310.4    69.1    87.0     0.0
Haunch (Max)V       7.8    15.5    23.3    31.0    36.7    36.4    38.2
Diaphragm : M       4.7     3.5     2.3     1.1     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     320.2   279.0   210.3   114.2    25.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.5    13.4    14.1
DL-Comp   : M     176.7   153.9   116.0    63.0    14.0    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.5     7.4     7.8
LL + I    : M+   2034.0  1784.2  1363.8   748.3   167.7   211.0     0.0
            V      51.6    74.8    91.6   108.4   121.4   120.5   124.8
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.1    77.5    92.6   108.4   121.4   120.5   124.8
            M    1787.2  1638.1  1289.5   748.3   173.1   217.4    -0.0
Total     : M+   4238.6  3704.6  2811.1  1533.8   342.6   431.2     0.0
            V      71.3   114.1   150.5   186.9   214.4   212.5   221.5
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    82.8   116.8   151.5   186.9   214.4   212.5   221.5
            M    3991.8  3558.4  2736.8  1533.8   348.0   437.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.3             31.3
Deck+Haunch            38.2             38.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           38.8             38.8
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
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    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    71.1    56.5   253.8   467.5   620.2   711.8   742.3
(Max)       V      31.3    29.7    30.0    25.4    19.0    12.7     6.3     0.0
DL-Prec.  : M       0.0    12.1     9.6    43.0    79.3   105.2   120.7   125.9
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    87.0    69.1   310.4   571.8   758.6   870.6   907.9
Haunch (Max)V      38.2    36.4    36.7    31.0    23.3    15.5     7.8     0.0
Diaphragm : M       0.0     0.3     0.2     1.1     2.3     3.5     4.7     5.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.0    25.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.5    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    14.0    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.5     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   168.8   134.1   598.6  1091.0  1427.4  1627.2  1679.4
            V      99.8    96.4    97.1    86.7    73.3    59.8    41.3    27.8
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    99.8    96.4    97.1    86.7    74.1    62.0    50.4    39.4
            M       0.0   173.9   138.5   598.6  1031.6  1310.5  1429.7  1400.7
Total     : M+      0.0   389.0   309.0  1384.2  2538.4  3347.7  3831.8  3979.6
            V     196.6   188.4   190.1   165.2   132.2    99.1    61.0    27.9
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   196.6   188.4   190.1   165.2   133.0   101.3    70.2    39.5
            M       0.0   394.1   313.4  1384.2  2478.9  3230.8  3634.4  3700.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   93.16   92.67   95.00
Self wt.  : M     711.8   620.2   467.5   253.8    56.5    71.1     0.0
(Max)       V       6.3    12.7    19.0    25.4    30.0    29.7    31.3
DL-Prec.  : M     120.7   105.2    79.3    43.0     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     870.6   758.6   571.8   310.4    69.1    87.0     0.0
Haunch (Max)V       7.8    15.5    23.3    31.0    36.7    36.4    38.2
Diaphragm : M       4.7     3.5     2.3     1.1     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     320.2   279.0   210.3   114.2    25.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.5    13.4    14.1
DL-Comp   : M     176.7   153.9   116.0    63.0    14.0    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.5     7.4     7.8
LL + I    : M+   1627.2  1427.4  1091.0   598.6   134.1   168.8     0.0
            V      41.3    59.8    73.3    86.7    97.1    96.4    99.8
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    50.4    62.0    74.1    86.7    97.1    96.4    99.8
            M    1429.7  1310.5  1031.6   598.6   138.5   173.9    -0.0
Total     : M+   3831.8  3347.7  2538.4  1384.2   309.0   389.0     0.0
            V      61.0    99.1   132.2   165.2   190.1   188.4   196.6
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    70.2   101.3   133.0   165.2   190.1   188.4   196.6
            M    3634.4  3230.8  2478.9  1384.2   313.4   394.1    -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    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    88.9    70.6   317.3   584.4   775.2   889.7   927.9
(Max)       V      39.1    37.2    37.6    31.7    23.8    15.8     7.9     0.0
Self wt.  : M       0.0    64.0    50.9   228.4   420.8   558.2   640.6   668.1
(Min)       V      28.1    26.7    27.0    22.8    17.1    11.4     5.7     0.0
DL-Prec.  : M       0.0    15.1    12.0    53.8    99.1   131.4   150.9   157.3
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    38.7    71.3    94.6   108.6   113.3
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   108.8    86.4   388.0   714.8   948.2  1088.2  1134.9
Haunch (Max)V      47.8    45.4    45.9    38.8    29.1    19.4     9.7     0.0
Deck +    : M       0.0    78.3    62.2   279.4   514.7   682.7   783.5   817.1
Haunch (Min)V      34.4    32.7    33.1    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.4     0.3     1.4     2.9     4.4     5.9     7.4
(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     1.0     2.1     3.2     4.3     5.3
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    40.0    31.8   142.7   262.9   348.7   400.2   417.4
DC(Max)     V      17.6    16.7    16.9    14.3    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    28.8    22.9   102.8   189.3   251.1   288.2   300.5
DC(Min)     V      12.7    12.0    12.2    10.3     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    26.5    21.0    94.5   174.1   230.9   265.0   276.4
DW(Max)     V      11.6    11.1    11.2     9.4     7.1     4.7     2.4     0.0
DL-Comp   : M       0.0    11.5     9.1    40.9    75.4   100.1   114.8   119.8
DW(Min)     V       5.0     4.8     4.8     4.1     3.1     2.0     1.0     0.0
LL + I    : M+      0.0   369.2   293.4  1309.5  2386.6  3122.4  3559.4  3673.7
            V     218.4   211.0   212.5   189.8   160.3   130.9    90.3    60.9
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   218.4   211.0   212.5   189.8   162.1   135.7   110.4    86.2
            M       0.0   380.5   302.9  1309.5  2256.6  2866.6  3127.5  3064.0
Total     : M+      0.0   648.8   515.5  2307.2  4224.8  5561.3  6359.4  6595.0
            V     341.3   327.8   330.6   289.4   235.1   180.8   115.4    61.0
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   341.3   327.8   330.6   289.4   236.9   185.6   135.4    86.3
            M       0.0   660.1   525.1  2307.2  4094.8  5305.6  5927.5  5985.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   93.16   92.67   95.00
Self wt.  : M     889.7   775.2   584.4   317.3    70.6    88.9     0.0
(Max)       V       7.9    15.8    23.8    31.7    37.6    37.2    39.1
Self wt.  : M     640.6   558.2   420.8   228.4    50.9    64.0     0.0
(Min)       V       5.7    11.4    17.1    22.8    27.0    26.7    28.1
DL-Prec.  : M     150.9   131.4    99.1    53.8    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     108.6    94.6    71.3    38.7     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    1088.2   948.2   714.8   388.0    86.4   108.8     0.0
Haunch (Max)V       9.7    19.4    29.1    38.8    45.9    45.4    47.8
Deck +    : M     783.5   682.7   514.7   279.4    62.2    78.3     0.0
Haunch (Min)V       7.0    14.0    20.9    27.9    33.1    32.7    34.4
Diaphragm : M       5.9     4.4     2.9     1.4     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.3     3.2     2.1     1.0     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     400.2   348.7   262.9   142.7    31.8    40.0     0.0
DC(Max)     V       3.6     7.1    10.7    14.3    16.9    16.7    17.6
DL-Comp   : M     288.2   251.1   189.3   102.8    22.9    28.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.3    12.2    12.0    12.7
DL-Comp   : M     265.0   230.9   174.1    94.5    21.0    26.5     0.0
DW(Max)     V       2.4     4.7     7.1     9.4    11.2    11.1    11.6
DL-Comp   : M     114.8   100.1    75.4    40.9     9.1    11.5     0.0
DW(Min)     V       1.0     2.0     3.1     4.1     4.8     4.8     5.0
LL + I    : M+   3559.4  3122.4  2386.6  1309.5   293.4   369.2     0.0
            V      90.3   130.9   160.3   189.8   212.5   211.0   218.4
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   110.4   135.7   162.1   189.8   212.5   211.0   218.4
            M    3127.5  2866.6  2256.6  1309.5   302.9   380.5    -0.0
Total     : M+   6359.4  5561.3  4224.8  2307.2   515.5   648.8     0.0
            V     115.4   180.8   235.1   289.4   330.6   327.8   341.3
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   135.4   185.6   236.9   289.4   330.6   327.8   341.3
            M    5927.5  5305.6  4094.8  2307.2   525.1   660.1    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.1             39.1
Deck+Haunch            47.8             47.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            6.6              6.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           58.2             58.2
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
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    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    71.1    56.5   253.8   467.5   620.2   711.8   742.3
(Max)       V      31.3    29.7    30.0    25.4    19.0    12.7     6.3     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    43.0    79.3   105.2   120.7   125.9
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    87.0    69.1   310.4   571.8   758.6   870.6   907.9
Haunch (Max)V      38.2    36.4    36.7    31.0    23.3    15.5     7.8     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     1.1     2.3     3.5     4.7     5.9
(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    32.0    25.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.5    11.4     8.6     5.7     2.9     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    17.7    14.0    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.5     6.3     4.7     3.1     1.6     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   210.2   167.2   736.1  1311.4  1708.4  1911.0  1890.2
            V     125.2   121.2   122.0   109.7    94.2    72.0    56.5    41.0
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   125.2   121.2   122.0   109.7    94.2    78.7    63.2    47.7
            M       0.0   210.2   167.2   736.1  1311.4  1663.3  1791.8  1697.0
Total     : M+      0.0   430.4   342.1  1521.7  2758.7  3628.8  4115.7  4190.5
            V     221.9   213.1   215.0   188.2   153.1   111.3    76.2    41.2
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   221.9   213.1   215.0   188.2   153.1   118.0    82.9    47.9
            M       0.0   430.4   342.1  1521.7  2758.7  3583.7  3996.5  3997.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   93.16   92.67   95.00
Self wt.  : M     711.8   620.2   467.5   253.8    56.5    71.1     0.0
(Max)       V       6.3    12.7    19.0    25.4    30.0    29.7    31.3
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     120.7   105.2    79.3    43.0     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     870.6   758.6   571.8   310.4    69.1    87.0     0.0
Haunch (Max)V       7.8    15.5    23.3    31.0    36.7    36.4    38.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.7     3.5     2.3     1.1     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     320.2   279.0   210.3   114.2    25.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.5    13.4    14.1
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     176.7   153.9   116.0    63.0    14.0    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.5     7.4     7.8
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+   1911.0  1708.4  1311.4   736.1   167.2   210.2     0.0
            V      56.5    72.0    94.2   109.7   122.0   121.2   125.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.2    78.7    94.2   109.7   122.0   121.2   125.2
            M    1791.8  1663.3  1311.4   736.1   167.2   210.2     0.0
Total     : M+   4115.7  3628.8  2758.7  1521.7   342.1   430.4     0.0
            V      76.2   111.3   153.1   188.2   215.0   213.1   221.9
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    82.9   118.0   153.1   188.2   215.0   213.1   221.9
            M    3996.5  3583.7  2758.7  1521.7   342.1   430.4     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    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.209   0.621   1.098   1.432   1.625   1.693 
Bottom        -0.180  -0.530  -0.930  -1.203  -1.353  -1.410 
 
Prestress
Precast-top    0.144  -0.204  -0.600  -0.988  -1.367  -1.367 
Bottom         4.836   5.334   5.648   5.949   6.238   6.238 
 
Total
Precast-top    0.352   0.416   0.497   0.444   0.258   0.325 
Bottom         4.656   4.803   4.718   4.746   4.884   4.828 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.02 %)
             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    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top    0.050   0.125   0.121  -0.178  -0.522  -0.860  -1.189  -1.189
Bottom         0.979   4.206   3.554   4.639   4.912   5.175   5.425   5.425
 
Self wt.
Precast-top   -0.000   0.161   0.128   0.573   1.051   1.385   1.578   1.646
Bottom        -0.000  -0.139  -0.111  -0.490  -0.890  -1.164  -1.314  -1.371
 
DL-Prec (DC)
Precast-top   -0.000   0.027   0.022   0.097   0.178   0.235   0.268   0.279
Bottom        -0.000  -0.024  -0.019  -0.083  -0.151  -0.197  -0.223  -0.232
 
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   0.010   0.013
Bottom        -0.000  -0.001  -0.000  -0.002  -0.004  -0.007  -0.009  -0.011
 
Deck + Haunch
Precast-top   -0.000   0.197   0.157   0.701   1.285   1.694   1.931   2.013
Bottom        -0.000  -0.170  -0.136  -0.599  -1.089  -1.423  -1.608  -1.677
 
DL-Comp (DC)
Topping-top   -0.000   0.017   0.014   0.061   0.112   0.148   0.169   0.176
Precast-top   -0.000   0.012   0.009   0.041   0.075   0.100   0.114   0.119
Bottom        -0.000  -0.038  -0.031  -0.135  -0.247  -0.324  -0.369  -0.385
 
DL-Comp (DW)
Topping-top   -0.000   0.010   0.008   0.034   0.062   0.082   0.093   0.097
Precast-top   -0.000   0.006   0.005   0.023   0.042   0.055   0.063   0.066
Bottom        -0.000  -0.021  -0.017  -0.074  -0.136  -0.179  -0.204  -0.212
 
LL+I(+)
Topping-top   -0.000   0.114   0.090   0.401   0.727   0.947   1.074   1.108
Precast-top   -0.000   0.076   0.060   0.269   0.489   0.638   0.725   0.748
Bottom        -0.000  -0.252  -0.202  -0.885  -1.599  -2.075  -2.344  -2.419
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.140   0.112   0.496   0.901   1.177   1.336   1.382 
Precast-top    0.050   0.605   0.502   1.529   2.603   3.255   3.500   3.696 
Bottom         0.979   3.561   3.036   2.371   0.796  -0.194  -0.645  -0.882 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.027   0.021   0.095   0.174   0.230   0.262   0.274 
Precast-top    0.050   0.529   0.442   1.260   2.114   2.617   2.775   2.947 
Bottom         0.979   3.813   3.239   3.256   2.395   1.881   1.699   1.537 
 

 
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    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.209   0.621   1.098   1.432   1.625   1.693 
Bottom        -0.180  -0.530  -0.930  -1.203  -1.353  -1.410 
 
Prestress
Precast-top    0.144  -0.204  -0.600  -0.988  -1.367  -1.367 
Bottom         4.836   5.334   5.648   5.949   6.238   6.238 
 
Total
Precast-top    0.352   0.416   0.497   0.444   0.258   0.325 
Bottom         4.656   4.803   4.718   4.746   4.884   4.828 
 
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 = 13.02 %)
             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    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top    0.050   0.125   0.121  -0.178  -0.522  -0.860  -1.189  -1.189
Bottom         0.979   4.206   3.554   4.639   4.912   5.175   5.425   5.425
 
Self wt.
Precast-top   -0.000   0.161   0.128   0.573   1.051   1.385   1.578   1.646
Bottom        -0.000  -0.139  -0.111  -0.490  -0.890  -1.164  -1.314  -1.371
 
DL-Prec (DC)
Precast-top   -0.000   0.027   0.022   0.097   0.178   0.235   0.268   0.279
Bottom        -0.000  -0.024  -0.019  -0.083  -0.151  -0.197  -0.223  -0.232
 
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   0.010   0.013
Bottom        -0.000  -0.001  -0.000  -0.002  -0.004  -0.007  -0.009  -0.011
 
Deck + Haunch
Precast-top   -0.000   0.197   0.157   0.701   1.285   1.694   1.931   2.013
Bottom        -0.000  -0.170  -0.136  -0.599  -1.089  -1.423  -1.608  -1.677
 
DL-Comp (DC)
Topping-top   -0.000   0.017   0.014   0.061   0.112   0.148   0.169   0.176
Precast-top   -0.000   0.012   0.009   0.041   0.075   0.100   0.114   0.119
Bottom        -0.000  -0.038  -0.031  -0.135  -0.247  -0.324  -0.369  -0.385
 
DL-Comp (DW)
Topping-top   -0.000   0.010   0.008   0.034   0.062   0.082   0.093   0.097
Precast-top   -0.000   0.006   0.005   0.023   0.042   0.055   0.063   0.066
Bottom        -0.000  -0.021  -0.017  -0.074  -0.136  -0.179  -0.204  -0.212
 
LL+I(+)
Topping-top   -0.000   0.091   0.072   0.321   0.582   0.758   0.859   0.887
Precast-top   -0.000   0.061   0.048   0.215   0.391   0.510   0.580   0.599
Bottom        -0.000  -0.202  -0.162  -0.708  -1.280  -1.660  -1.875  -1.935
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.118   0.094   0.416   0.756   0.987   1.121   1.160 
Precast-top    0.050   0.590   0.490   1.475   2.505   3.128   3.355   3.546 
Bottom         0.979   3.612   3.077   2.548   1.116   0.221  -0.176  -0.398 
 

 
 
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    8.97   18.60   28.23   37.87   47.50
F_LL+I(+)
Topping-top   -0.000   0.113   0.090   0.394   0.699   0.907   1.009   0.998
Precast-top   -0.000   0.076   0.060   0.265   0.470   0.611   0.681   0.674
Bottom        -0.000  -0.251  -0.202  -0.870  -1.538  -1.986  -2.202  -2.178
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.126   0.101   0.442   0.786   1.022   1.140   1.135 
Precast-top    0.025   0.340   0.281   0.895   1.527   1.920   2.069   2.148 
Bottom         0.489   1.656   1.418   0.757  -0.340  -1.046  -1.353  -1.410 
 

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
    341.3    6.5   40.4    1.037   3.9   6.00e-3 50.0    353.3     2.114    4.224      0.00
      0.0    1.1   39.8     42.0 0.153      22.0 0.87    12.00     0.127    1.632 
Transfer:   3.00
    327.8    6.5   40.4    4.668  17.6  -0.07e-3 28.7    224.4     0.648    1.760      0.00
    660.1    4.8   38.0    189.0 0.148     122.2 5.08    12.00     0.127    1.659 
Critical:   3.73
    322.8    6.5   39.3    5.214  17.6  -0.10e-3 28.6    219.7     0.652    1.760      0.00
    863.7    5.0   36.8    189.0 0.150     121.4 5.21    12.00     0.127    1.633 
0.1L    :   9.63
    289.4    6.5   38.7    7.695  17.6  -0.11e-3 28.6    187.0     0.577    0.827      0.00
   2307.2    6.8   35.3    189.0 0.139     117.0 5.23    12.00     0.127    1.251 
0.2L    :  19.27
    236.9    6.5   37.4    9.548  17.6  -0.03e-3 28.9    140.3     0.459    0.620      0.00
   4094.8    7.3   33.8    189.0 0.118     105.3 4.93    24.00     0.127    1.188 
0.3L    :  28.90
    185.6    6.5   38.6    9.548  17.6   0.67e-3 31.4    117.9     0.411    0.496      0.00
   5305.6    7.3   35.0    189.0 0.087      70.7 3.19    24.00     0.127    1.119 
0.4L    :  38.53
    135.4    6.5   39.9    9.548   0.0   1.08e-3 32.8     89.6     0.318    0.496      0.00
   5927.5    7.3   36.2    189.0 0.067      60.8 2.65    24.00     0.127    1.332 
0.5L    :  48.17
     86.3    6.5   39.9    9.548   0.0   0.97e-3 32.4     32.2     0.127    0.413      0.00
   5985.3    7.3   36.2    189.0 0.043      63.7 2.78    24.00     0.127    1.895 
0.6L    :  57.80
    135.4    6.5   39.9    9.548   0.0   1.08e-3 32.8     89.6     0.318    0.496      0.00
   5927.5    7.3   36.2    189.0 0.067      60.8 2.65    24.00     0.127    1.332 
0.7L    :  67.43
    185.6    6.5   38.6    9.548  17.6   0.67e-3 31.4    117.9     0.411    0.496      0.00
   5305.6    7.3   35.0    189.0 0.087      70.7 3.19    24.00     0.127    1.119 
0.8L    :  77.07
    236.9    6.5   37.4    9.548  17.6  -0.03e-3 28.9    140.3     0.459    0.620      0.00
   4094.8    7.3   33.8    189.0 0.118     105.3 4.93    24.00     0.127    1.188 
0.9L    :  86.70
    289.4    6.5   38.7    7.695  17.6  -0.11e-3 28.6    187.0     0.577    0.827      0.00
   2307.2    6.8   35.3    189.0 0.139     117.0 5.23    12.00     0.127    1.251 
Critical:  92.60
    323.3    6.5   39.3    5.188  17.6  -0.10e-3 28.6    220.4     0.654    1.760      0.00
    841.7    5.0   36.8    189.0 0.150     121.3 5.20    12.00     0.127    1.631 
Transfer:  93.33
    327.8    6.5   40.4    4.668  17.6  -0.07e-3 28.7    224.4     0.648    1.760      0.00
    660.1    4.8   38.0    189.0 0.148     122.2 5.08    12.00     0.127    1.659 
Bearing :  95.67
    341.3    6.5   40.4    1.037   3.9   6.00e-3 50.0    353.3     2.114    4.224      0.00
      0.0    1.1   39.8     42.0 0.153      22.0 0.87    12.00     0.127    1.632 
 

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
    341.3      9.52     40.37    1.10       39.83    24.00      0.300      2.424      0.224      4.224 
Transfer:      2.33
    327.8      9.59     40.37    4.77       37.99    24.00      0.300      2.445      0.237      1.760 
Critical:      3.07
    323.5      9.77     39.32    5.02       36.81    24.00      0.300      2.506      0.273      1.760 
0.1L    :      8.97
    289.4      9.10     38.72    6.75       35.35    24.00      0.300      2.283      0.140      0.827 
0.2L    :     18.60
    236.9      7.80     37.39    7.27       33.75    24.00      0.300      1.850      0.000      0.620 
0.3L    :     28.23
    185.6      5.89     38.64    7.29       34.99    24.00      0.300      1.215      0.000      0.496 
0.4L    :     37.87
    135.4      4.15     39.89    7.31       36.23    24.00      0.300      0.634      0.000      0.496 
0.5L    :     47.50
     86.3      2.65     39.89    7.31       36.23    24.00      0.300      0.133      0.000      0.413 
0.6L    :     57.13
    135.4      4.15     39.89    7.31       36.23    24.00      0.300      0.634      0.000      0.496 
0.7L    :     66.77
    185.6      5.89     38.64    7.29       34.99    24.00      0.300      1.215      0.000      0.496 
0.8L    :     76.40
    236.9      7.80     37.39    7.27       33.75    24.00      0.300      1.850      0.000      0.620 
0.9L    :     86.03
    289.4      9.10     38.72    6.75       35.35    24.00      0.300      2.283      0.140      0.827 
Critical:     91.93
    323.5      9.76     39.32    5.00       36.82    24.00      0.300      2.505      0.273      1.760 
Transfer:     92.67
    327.8      9.59     40.37    4.77       37.99    24.00      0.300      2.445      0.237      1.760 
Bearing :     95.00
    341.3      9.52     40.37    1.10       39.83    24.00      0.300      2.424      0.224      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.97 ft
Prestress      :       2.121  1.80      3.818  2.20      4.666
Self Wt.       :      -0.724  1.85     -1.339  2.40     -1.737
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          :       1.397            2.479            2.929
 
At 0.2 x L = 18.60 ft
Prestress      :       3.812  1.80      6.862  2.20      8.387
Self Wt.       :      -1.357  1.85     -2.510  2.40     -3.257
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          :       2.455            4.351            5.130
 
At 0.3 x L = 28.23 ft
Prestress      :       5.020  1.80      9.036  2.20     11.044
Self Wt.       :      -1.839  1.85     -3.402  2.40     -4.414
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          :       3.181            5.634            6.630
 
At 0.4 x L = 37.87 ft
Prestress      :       5.710  1.80     10.278  2.20     12.562
Self Wt.       :      -2.130  1.85     -3.941  2.40     -5.113
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          :       3.580            6.337            7.449
 
At 0.5 x L = 47.50 ft
Prestress      :       5.973  1.80     10.752  2.20     13.141
Self Wt.       :      -2.237  1.85     -4.138  2.40     -5.368
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          :       3.736            6.613            7.772
 
At 0.6 x L = 57.13 ft
Prestress      :       5.710  1.80     10.278  2.20     12.562
Self Wt.       :      -2.130  1.85     -3.941  2.40     -5.113
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          :       3.580            6.337            7.449
 
At 0.7 x L = 66.77 ft
Prestress      :       5.020  1.80      9.036  2.20     11.044
Self Wt.       :      -1.839  1.85     -3.402  2.40     -4.414
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          :       3.181            5.634            6.630
 
At 0.8 x L = 76.40 ft
Prestress      :       3.812  1.80      6.862  2.20      8.387
Self Wt.       :      -1.357  1.85     -2.510  2.40     -3.257
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          :       2.455            4.351            5.130
 
At 0.9 x L = 86.03 ft
Prestress      :       2.121  1.80      3.818  2.20      4.666
Self Wt.       :      -0.724  1.85     -1.339  2.40     -1.737
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          :       1.397            2.479            2.929
 

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
   648.8    35.0  6.125  257.9    5.6   4.77   4298.7  0.020T 1.00       -       -     -     -  
H/2     :   1.84
   515.5    35.0  5.125  259.8    4.7   4.02   3657.5  0.024T 1.00       -       -     -     -  
0.1L    :   8.97
  2307.2    36.0  8.838  253.3    7.9   6.75   6077.7  0.013T 1.00       -       -     -     -  
0.2L    :  18.60
  4224.8    37.4  9.538  252.7    8.6   7.27   6777.5  0.012T 1.00   4917.9  4917.9    1.38    -  
0.3L    :  28.23
  5561.3    38.6  9.548  253.2    8.6   7.29   7049.5  0.012T 1.00   5000.8  5000.8    1.41    -  
0.4L    :  37.87
  6359.4    39.9  9.548  253.7    8.6   7.31   7314.1  0.012T 1.00   5177.0  5177.0    1.41    -  
0.5L    :  47.50
  6595.0    39.9  9.548  253.7    8.6   7.31   7314.1  0.012T 1.00   5132.3  5132.3    1.43    -  
0.6L    :  57.13
  6359.4    39.9  9.548  253.7    8.6   7.31   7314.1  0.012T 1.00   5177.0  5177.0    1.41    -  
0.7L    :  66.77
  5561.3    38.6  9.548  253.2    8.6   7.29   7049.5  0.012T 1.00   5000.8  5000.8    1.41    -  
0.8L    :  76.40
  4224.8    37.4  9.538  252.7    8.6   7.27   6777.5  0.012T 1.00   4917.9  4917.9    1.38    -  
0.9L    :  86.03
  2307.2    36.0  8.838  253.3    7.9   6.75   6077.7  0.013T 1.00       -       -     -     -  
H/2     :  93.16
   515.5    35.0  5.125  259.8    4.7   4.02   3657.5  0.024T 1.00       -       -     -     -  
Transfer:  92.67
   648.8    35.0  6.125  257.9    5.6   4.77   4298.7  0.020T 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 1-22; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.100    0.478
        M   2.00 Fb     0.150   -0.174
 
  2   2 E  32.00 Ft     0.446    0.769
        M  10.00 Fb     0.088   -0.188
 
  3   2 E  30.00 Ft     0.759    1.028
        M   8.00 Fb     0.054   -0.175
 
  4   2 E  28.00 Ft     1.040    1.254
        M   6.00 Fb     0.047   -0.134
 
  5   2 E  26.00 Ft     1.289    1.449
        M   4.00 Fb     0.068   -0.066
 
  6   2 E  24.00 Ft     1.506    1.612
        M   2.00 Fb     0.117    0.029
 
  7   2 E   6.00 Ft     1.461    1.569
        M   6.00 Fb     0.392    0.300
 
  8   2 E   6.00 Ft     1.417    1.525
        M   6.00 Fb     0.667    0.572
 
  9   2 E   6.00 Ft     1.372    1.482
        M   6.00 Fb     0.942    0.843
 
 10   2 E   6.00 Ft     1.327    1.439
        M   6.00 Fb     1.217    1.115
 
 11   2 E   6.00 Ft     1.282    1.396
        M   6.00 Fb     1.491    1.386
 
 12   2 E   4.00 Ft     1.205    1.320
        M   4.00 Fb     1.794    1.685
 
 13   2 E   4.00 Ft     1.205    1.245
        M   4.00 Fb     1.794    1.986
 
 14   2 E   4.00 Ft     1.129    1.169
        M   4.00 Fb     2.096    2.285
 
 15   2 E   4.00 Ft     1.052    1.094
        M   4.00 Fb     2.399    2.584
 
 16   2 E   4.00 Ft     0.975    1.019
        M   4.00 Fb     2.702    2.882
 
 17   2 E   4.00 Ft     0.898    0.944
        M   4.00 Fb     3.004    3.181
 
 18   2 E   2.00 Ft     0.789    0.836
        M   2.00 Fb     3.334    3.508
 
 19   2 E   2.00 Ft     0.680    0.729
        M   2.00 Fb     3.665    3.834
 
 20   2 E   2.00 Ft     0.571    0.622
        M   2.00 Fb     3.995    4.160
 
 21   2 E   2.00 Ft     0.462    0.514
        M   2.00 Fb     4.325    4.486
 
 22   2 E   2.00 Ft     0.353    0.407
        M   2.00 Fb     4.655    4.813
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 96.33            Release Length, ft: 96.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  44
No. of strands, Draped:  10           No. of strands, Straight:  34
Concrete Strength, f'ci:   8.0  ksi        f'c:   9.5 ksi  f'ct   4.0 ksi
Initial losses: 10.21 %               Final losses: 14.17 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       4.884   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.258   0.4L/0.6L
      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)                  7314.14     6595.02     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %      16.67 %               NG
      Max. Debond Total                     0.00 %       4.55 %               NG
 
                       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   1.382     Midspan    1.800   0.274     Midspan
    Pre.Top:   5.700   3.696     Midspan    4.275   2.947     Midspan
    Pre.Bot:   5.700   3.561    Transfer    4.275   3.813    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.586   0.050     Bearing
    Pre.Bot:  -0.586  -0.398     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.800   2.148     Midspan
    Pre.Bot:                                                             3.800   1.656    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.973  1.80     10.752  2.20     13.141
Self Wt.       :      -2.237  1.85     -4.138  2.40     -5.368
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          :       3.736            6.613            7.772
 
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

