 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : Jun/2/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTB75 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 75 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 0.35*(Beam Length) from the ends of the beam. 
                     (9) The beam lifting and supporting points are both assumed are 2 feet and 3.75 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 5.5 ksi and 6.5 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_7438.tmp\BTB75-0_35\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 =   1415411.25
 
SPAN DATA
---------
Precast length    , ft =     76.333
Bearing-to-bearing, ft =     75.000
Release span      , ft =     76.333
 
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      =      6.500           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5007.550        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      5.500 
Eci ,ksi      =   4738.960
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.35L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: YES
------------------------------------------------
Left Barrier Weight, klf                 0.650
Right Barrier Weight, klf                0.650
Left Curb Weight, klf                    0.000
Right Curb Weight, klf                   0.000
Left Sidewalk, klf                       0.000
Right Sidewalk, klf                      0.000
Future Wearing Surface, ksf              0.020
Sacrificial Wearing Surface, in          0.750
Stay in Place Deck Forms, klf            0.000
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.035    0.00       0.035   75.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   75.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   75.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   75.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   75.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   75.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   75.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   75.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   75.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   75.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   75.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   37.500
   1    2        0.500   37.500
   1    3        0.500   37.500
   1    4        0.500   37.500
   1    5        0.250   37.500
 
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   75.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   75.00   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    0.048     0.045 OK     
 
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              5.50 ksi 
  Elasticity          4739.0 ksi 
  Max comp              3.58 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.56 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      6.50 ksi    4.00 ksi 
  Elasticity 5007.55 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.90 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.93 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    2.60 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.48 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    5.50        6.50      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    5.50        6.50      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    5.50        6.50      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    5.50        6.50      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    5.50        6.50      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 28 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 26.72 ft from member end )
 
END PATTERN (Ycg = 9.29 in):
 
  10 @  2.000 in 6 @  4.000 in 6 @  6.000 in 2 @ 28.000 in 
  2 @ 30.000 in  2 @ 32.000 in                             
 
MID PATTERN (Ycg = 3.71 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  10 @  2.000 in 6 @  4.000 in 6 @  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    3.75  0.1250  0.4377 Yes       
       2 US#6[M19]  60.0  0.88    3.75  0.4373  0.7500 No        
       2 US#6[M19]  60.0  0.88    6.00  0.7500  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  9.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.6667 25.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 25.6670 30.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 30.6670 45.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 45.6663 50.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 50.6663 66.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 66.6667 71.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 71.9167 72.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 72.5833 75.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.75 75.5833 75.8960 No        
       2 US#6[M19]  60.0  0.88    3.75 75.8957 76.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 76.1001 76.3333 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 76.3330       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:
 28 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 26.72 ft from member end )
 
END PATTERN (Ycg = 9.29 in):
 
  10 @  2.000 in 6 @  4.000 in 6 @  6.000 in 2 @ 28.000 in 
  2 @ 30.000 in  2 @ 32.000 in                             
 
MID PATTERN (Ycg = 3.71 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  10 @  2.000 in 6 @  4.000 in 6 @  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    3.75  0.1250  0.4377 Yes       
       2 US#6[M19]  60.0  0.88    3.75  0.4373  0.7500 No        
       2 US#6[M19]  60.0  0.88    6.00  0.7500  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  9.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.6667 25.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 25.6670 30.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 30.6670 45.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 45.6663 50.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 50.6663 66.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 66.6667 71.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 71.9167 72.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 72.5833 75.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.75 75.5833 75.8960 No        
       2 US#6[M19]  60.0  0.88    3.75 75.8957 76.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 76.2083 76.3333 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 76.3330       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:
 28 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 26.72 ft from member end )
 
END PATTERN (Ycg = 9.29 in):
 
  10 @  2.000 in 6 @  4.000 in 6 @  6.000 in 2 @ 28.000 in 
  2 @ 30.000 in  2 @ 32.000 in                             
 
MID PATTERN (Ycg = 3.71 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  10 @  2.000 in 6 @  4.000 in 6 @  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    3.75  0.1250  0.4377 Yes       
       2 US#6[M19]  60.0  0.88    3.75  0.4373  0.7500 No        
       2 US#6[M19]  60.0  0.88    6.00  0.7500  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  9.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.6667 25.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 25.6670 30.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 30.6670 45.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 45.6663 50.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 50.6663 66.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 66.6667 71.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 71.9167 72.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 72.5833 75.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.75 75.5833 75.8960 No        
       2 US#6[M19]  60.0  0.88    3.75 75.8957 76.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 76.2083 76.3333 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 76.3330       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:
 28 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 26.72 ft from member end )
 
END PATTERN (Ycg = 9.29 in):
 
  10 @  2.000 in 6 @  4.000 in 6 @  6.000 in 2 @ 28.000 in 
  2 @ 30.000 in  2 @ 32.000 in                             
 
MID PATTERN (Ycg = 3.71 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  10 @  2.000 in 6 @  4.000 in 6 @  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    3.75  0.1250  0.4377 Yes       
       2 US#6[M19]  60.0  0.88    3.75  0.4373  0.7500 No        
       2 US#6[M19]  60.0  0.88    6.00  0.7500  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  9.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.6667 25.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 25.6670 30.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 30.6670 45.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 45.6663 50.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 50.6663 66.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 66.6667 71.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 71.9167 72.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 72.5833 75.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.75 75.5833 75.8960 No        
       2 US#6[M19]  60.0  0.88    3.75 75.8957 76.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 76.2083 76.3333 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 76.3330       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:
 28 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 26.72 ft from member end )
 
END PATTERN (Ycg = 9.29 in):
 
  10 @  2.000 in 6 @  4.000 in 6 @  6.000 in 2 @ 28.000 in 
  2 @ 30.000 in  2 @ 32.000 in                             
 
MID PATTERN (Ycg = 3.71 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  10 @  2.000 in 6 @  4.000 in 6 @  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    3.75  0.1250  0.4377 Yes       
       2 US#6[M19]  60.0  0.88    3.75  0.4373  0.7500 No        
       2 US#6[M19]  60.0  0.88    6.00  0.7500  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  9.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.6667 25.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 25.6670 30.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 30.6670 45.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 45.6663 50.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 50.6663 66.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 66.6667 71.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 71.9167 72.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 72.5833 75.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.75 75.5833 75.8960 No        
       2 US#6[M19]  60.0  0.88    3.75 75.8957 76.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 76.2083 76.3333 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 76.3330       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   75.00
     DC  Line       0.052      0.00       0.052   75.00
     DC  Line       0.076      0.00       0.076   75.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    37.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 76.333 ft
Release length = 76.333 ft
Design  length = 75.000 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)  : 0.720   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.962   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.060   (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           1289.9 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           276112 in4#
Ht. of c.g.           =        17.14 in             28.95 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 = 0.8520

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     6.97    14.60    22.23    29.87    37.50
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    638.5    662.2    657.2    662.2    662.2    662.2    662.2    662.2
  Yb      ,  in    17.06    16.75    16.82    16.71    16.63    16.56    16.52    16.52
  MI(Ixx) , in4   100408   102070   101700   102573   103521   104616   105219   105219
Composite: (At Final, using Ec =  5007.5 ksi )
  Area    , in2   1296.3   1318.4   1313.8   1318.4   1318.4   1318.4   1318.4   1318.4
  Yb      ,  in    28.85    28.51    28.58    28.49    28.46    28.42    28.40    28.40
  MI(Ixx) , in4   278584   287593   285657   288713   290671   292770   293873   293873

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.50 ksi           4.00 ksi
  Elasticity         =    5007.55 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.90 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.93 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           =       2.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.48 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  28 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 26.72 ft from member end )
END PATTERN (Ycg = 9.29 in):
    10 @  2.000 in     6 @  4.000 in     6 @  6.000 in     2 @ 28.000 in
     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.71 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    10 @  2.000 in     6 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    6.08 in2      Initial Pull          =     1191.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.714 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.643 ft
Holddown Force        =  20.630 kips     Beam Shrtng (PL/AE)   =      0.350 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)       
--------------------------------------------------------------------------------------
      2138.385         740 1582.405     12.402 50229.008   653.827     483.183        
 
 
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       3.75       0.1250      0.4377    Yes
      2      US#6[M19]       60.00        0.88       3.75       0.4373      0.7500     No
      2      US#6[M19]       60.00        0.88       6.00       0.7500      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      9.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.6667     25.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      25.6670     30.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      30.6670     45.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      45.6663     50.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      50.6663     66.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00      66.6667     71.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      71.9167     72.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      72.5833     75.5833    Yes
      2      US#6[M19]       60.00        0.88       3.75      75.5833     75.8960     No
      2      US#6[M19]       60.00        0.88       3.75      75.8957     76.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      76.1001     76.3333     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 76.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.0760 in2       Ycg =  3.71 in
         P_init    =     1191.0 kips  Ecc = 13.43 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.11 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.679 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.70 ksi    0.00 ksi
    due to Composite Loads                                 -1.85 ksi    0.00 ksi
    due to Live Loads                                      -6.88 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                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        14.50 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.11 ksi  ( 8.22 %)            11.70 ksi ( 5.97 %)
Total Prestress Losses                                    27.81 ksi (14.19 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    55.8    44.4   155.9   290.1   386.0   443.5   462.7
(Max)       V      24.7    23.1    23.5    20.1    15.1    10.0     5.0     0.0
DL-Prec.  : M       0.0    13.9    11.0    38.8    72.1    95.9   110.2   115.0
DC(Max)     V       6.1     5.8     5.8     5.0     3.7     2.5     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    68.2    54.3   190.7   354.9   472.1   542.4   565.9
Haunch (Max)V      30.2    28.3    28.7    24.6    18.4    12.3     6.1     0.0
Diaphragm : M       0.0     0.3     0.2     0.9     1.8     2.8     3.7     4.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.1    20.0    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.6     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.8    11.0    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.8     5.0     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   192.9   153.6   535.3   981.4  1280.7  1457.6  1498.6
            V     114.3   109.3   110.4    99.5    84.1    68.8    48.5    33.2
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   114.3   109.3   110.4    99.5    84.9    70.9    57.4    44.5
            M       0.0   197.4   157.5   535.3   935.0  1189.6  1294.6  1259.0
Total     : M+      0.0   370.0   294.5  1030.4  1902.9  2507.0  2867.1  2969.8
            V     192.7   182.8   184.9   163.3   132.0   100.8    64.5    33.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   192.7   182.8   184.9   163.3   132.8   102.9    73.5    44.6
            M       0.0   374.5   298.4  1030.4  1856.5  2415.8  2704.1  2730.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   73.16   72.67   75.00
Self wt.  : M     443.5   386.0   290.1   155.9    44.4    55.8     0.0
(Max)       V       5.0    10.0    15.1    20.1    23.5    23.1    24.7
DL-Prec.  : M     110.2    95.9    72.1    38.8    11.0    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.8     5.8     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     542.4   472.1   354.9   190.7    54.3    68.2     0.0
Haunch (Max)V       6.1    12.3    18.4    24.6    28.7    28.3    30.2
Diaphragm : M       3.7     2.8     1.8     0.9     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     199.5   173.6   130.5    70.1    20.0    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.6    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    11.0    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
LL + I    : M+   1457.6  1280.7   981.4   535.3   153.6   192.9     0.0
            V      48.5    68.8    84.1    99.5   110.4   109.3   114.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.4    70.9    84.9    99.5   110.4   109.3   114.3
            M    1294.6  1189.6   935.0   535.3   157.5   197.4     0.0
Total     : M+   2867.1  2507.0  1902.9  1030.4   294.5   370.0     0.0
            V      64.5   100.8   132.0   163.3   184.9   182.8   192.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    73.5   102.9   132.8   163.3   184.9   182.8   192.7
            M    2704.1  2415.8  1856.5  1030.4   298.4   374.5     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.7             24.7
Deck+Haunch            30.2             30.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           30.6             30.6
Live                   87.0             87.0
        Truck          63.0             63.0
        Lane           24.0             24.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    55.8    44.4   155.9   290.1   386.0   443.5   462.7
(Max)       V      24.7    23.1    23.5    20.1    15.1    10.0     5.0     0.0
DL-Prec.  : M       0.0    13.9    11.0    38.8    72.1    95.9   110.2   115.0
DC(Max)     V       6.1     5.8     5.8     5.0     3.7     2.5     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    68.2    54.3   190.7   354.9   472.1   542.4   565.9
Haunch (Max)V      30.2    28.3    28.7    24.6    18.4    12.3     6.1     0.0
Diaphragm : M       0.0     0.3     0.2     0.9     1.8     2.8     3.7     4.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.1    20.0    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.6     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.8    11.0    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.8     5.0     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   154.3   122.8   428.2   785.1  1024.6  1166.1  1198.8
            V      91.5    87.5    88.3    79.6    67.3    55.0    38.8    26.5
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    91.5    87.5    88.3    79.6    67.9    56.7    46.0    35.6
            M       0.0   157.9   126.0   428.2   748.0   951.6  1035.7  1007.2
Total     : M+      0.0   331.4   263.7   923.4  1706.6  2250.8  2575.6  2670.1
            V     169.8   160.9   162.8   143.4   115.2    87.0    54.8    26.7
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   169.8   160.9   162.8   143.4   115.8    88.7    62.0    35.7
            M       0.0   335.0   266.9   923.4  1669.5  2177.9  2445.2  2478.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   73.16   72.67   75.00
Self wt.  : M     443.5   386.0   290.1   155.9    44.4    55.8     0.0
(Max)       V       5.0    10.0    15.1    20.1    23.5    23.1    24.7
DL-Prec.  : M     110.2    95.9    72.1    38.8    11.0    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.8     5.8     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     542.4   472.1   354.9   190.7    54.3    68.2     0.0
Haunch (Max)V       6.1    12.3    18.4    24.6    28.7    28.3    30.2
Diaphragm : M       3.7     2.8     1.8     0.9     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     199.5   173.6   130.5    70.1    20.0    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.6    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    11.0    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
LL + I    : M+   1166.1  1024.6   785.1   428.2   122.8   154.3     0.0
            V      38.8    55.0    67.3    79.6    88.3    87.5    91.5
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    46.0    56.7    67.9    79.6    88.3    87.5    91.5
            M    1035.7   951.6   748.0   428.2   126.0   157.9     0.0
Total     : M+   2575.6  2250.8  1706.6   923.4   263.7   331.4     0.0
            V      54.8    87.0   115.2   143.4   162.8   160.9   169.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    62.0    88.7   115.8   143.4   162.8   160.9   169.8
            M    2445.2  2177.9  1669.5   923.4   266.9   335.0     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    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    69.7    55.5   194.9   362.7   482.5   554.4   578.3
(Max)       V      30.8    28.9    29.3    25.1    18.8    12.6     6.3     0.0
Self wt.  : M       0.0    50.2    39.9   140.3   261.1   347.4   399.2   416.4
(Min)       V      22.2    20.8    21.1    18.1    13.6     9.0     4.5     0.0
DL-Prec.  : M       0.0    17.3    13.8    48.5    90.2   119.9   137.8   143.8
DC(Max)     V       7.7     7.2     7.3     6.2     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0    12.5     9.9    34.9    64.9    86.4    99.2   103.5
DC(Min)     V       5.5     5.2     5.2     4.5     3.4     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    85.3    67.8   238.4   443.6   590.1   678.0   707.4
Haunch (Max)V      37.7    35.4    35.9    30.7    23.0    15.4     7.7     0.0
Deck +    : M       0.0    61.4    48.8   171.7   319.4   424.9   488.2   509.3
Haunch (Min)V      27.2    25.5    25.8    22.1    16.6    11.1     5.5     0.0
Diaphragm : M       0.0     0.4     0.3     1.1     2.3     3.5     4.7     5.9
(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     0.8     1.6     2.5     3.4     4.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    31.4    25.0    87.7   163.1   217.0   249.4   260.2
DC(Max)     V      13.9    13.0    13.2    11.3     8.5     5.6     2.8     0.0
DL-Comp   : M       0.0    22.6    18.0    63.1   117.5   156.3   179.6   187.3
DC(Min)     V      10.0     9.4     9.5     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    20.8    16.5    58.1   108.0   143.7   165.1   172.3
DW(Max)     V       9.2     8.6     8.7     7.5     5.6     3.7     1.9     0.0
DL-Comp   : M       0.0     9.0     7.2    25.2    46.8    62.3    71.5    74.6
DW(Min)     V       4.0     3.7     3.8     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   337.6   268.7   936.7  1717.4  2241.3  2550.8  2622.5
            V     200.1   191.4   193.2   174.0   147.2   120.4    84.9    58.0
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   200.1   191.4   193.2   174.0   148.5   124.1   100.5    77.9
            M       0.0   345.4   275.6   936.7  1636.3  2081.7  2265.5  2203.2
Total     : M+      0.0   562.4   447.6  1565.4  2887.3  3798.0  4340.2  4490.2
            V     299.5   284.6   287.8   255.0   208.0   161.0   105.2    58.2
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   299.5   284.6   287.8   255.0   209.3   164.7   120.9    78.0
            M       0.0   570.3   454.5  1565.4  2806.2  3638.5  4054.9  4070.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   73.16   72.67   75.00
Self wt.  : M     554.4   482.5   362.7   194.9    55.5    69.7     0.0
(Max)       V       6.3    12.6    18.8    25.1    29.3    28.9    30.8
Self wt.  : M     399.2   347.4   261.1   140.3    39.9    50.2     0.0
(Min)       V       4.5     9.0    13.6    18.1    21.1    20.8    22.2
DL-Prec.  : M     137.8   119.9    90.2    48.5    13.8    17.3     0.0
DC(Max)     V       1.6     3.1     4.7     6.2     7.3     7.2     7.7
DL-Prec.  : M      99.2    86.4    64.9    34.9     9.9    12.5     0.0
DC(Min)     V       1.1     2.2     3.4     4.5     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     678.0   590.1   443.6   238.4    67.8    85.3     0.0
Haunch (Max)V       7.7    15.4    23.0    30.7    35.9    35.4    37.7
Deck +    : M     488.2   424.9   319.4   171.7    48.8    61.4     0.0
Haunch (Min)V       5.5    11.1    16.6    22.1    25.8    25.5    27.2
Diaphragm : M       4.7     3.5     2.3     1.1     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.4     2.5     1.6     0.8     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     249.4   217.0   163.1    87.7    25.0    31.4     0.0
DC(Max)     V       2.8     5.6     8.5    11.3    13.2    13.0    13.9
DL-Comp   : M     179.6   156.3   117.5    63.1    18.0    22.6     0.0
DC(Min)     V       2.0     4.1     6.1     8.1     9.5     9.4    10.0
DL-Comp   : M     165.1   143.7   108.0    58.1    16.5    20.8     0.0
DW(Max)     V       1.9     3.7     5.6     7.5     8.7     8.6     9.2
DL-Comp   : M      71.5    62.3    46.8    25.2     7.2     9.0     0.0
DW(Min)     V       0.8     1.6     2.4     3.2     3.8     3.7     4.0
LL + I    : M+   2550.8  2241.3  1717.4   936.7   268.7   337.6     0.0
            V      84.9   120.4   147.2   174.0   193.2   191.4   200.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   100.5   124.1   148.5   174.0   193.2   191.4   200.1
            M    2265.5  2081.7  1636.3   936.7   275.6   345.4     0.0
Total     : M+   4340.2  3798.0  2887.3  1565.4   447.6   562.4     0.0
            V     105.2   161.0   208.0   255.0   287.8   284.6   299.5
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   120.9   164.7   209.3   255.0   287.8   284.6   299.5
            M    4054.9  3638.5  2806.2  1565.4   454.5   570.3     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               30.8             30.8
Deck+Haunch            37.7             37.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            7.7              7.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           69.4             69.4
DL-Comp.(DW)           45.9             45.9
Live                  152.3            152.3
        Truck         110.3            110.3
        Lane           42.0             42.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    55.8    44.4   155.9   290.1   386.0   443.5   462.7
(Max)       V      24.7    23.1    23.5    20.1    15.1    10.0     5.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    13.9    11.0    38.8    72.1    95.9   110.2   115.0
DC(Max)     V       6.1     5.8     5.8     5.0     3.7     2.5     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    68.2    54.3   190.7   354.9   472.1   542.4   565.9
Haunch (Max)V      30.2    28.3    28.7    24.6    18.4    12.3     6.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.2     0.9     1.8     2.8     3.7     4.7
(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    25.1    20.0    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.6     9.0     6.8     4.5     2.3     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    13.8    11.0    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.8     5.0     3.7     2.5     1.2     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   194.1   154.8   530.6   942.8  1222.6  1355.1  1310.6
            V     116.3   111.1   112.2   100.9    85.6    66.3    51.0    35.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.3   111.1   112.2   100.9    85.6    70.2    54.8    41.0
            M       0.0   194.1   154.8   530.6   942.8  1178.0  1236.2  1159.3
Total     : M+      0.0   371.3   295.7  1025.8  1864.3  2448.8  2764.6  2781.8
            V     194.6   184.6   186.7   164.7   133.5    98.3    67.0    35.7
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   194.6   184.6   186.7   164.7   133.5   102.2    70.9    41.1
            M       0.0   371.3   295.7  1025.8  1864.3  2404.2  2645.7  2630.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   73.16   72.67   75.00
Self wt.  : M     443.5   386.0   290.1   155.9    44.4    55.8     0.0
(Max)       V       5.0    10.0    15.1    20.1    23.5    23.1    24.7
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     110.2    95.9    72.1    38.8    11.0    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.8     5.8     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     542.4   472.1   354.9   190.7    54.3    68.2     0.0
Haunch (Max)V       6.1    12.3    18.4    24.6    28.7    28.3    30.2
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       3.7     2.8     1.8     0.9     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     199.5   173.6   130.5    70.1    20.0    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.6    10.4    11.1
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     110.1    95.8    72.0    38.7    11.0    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
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+   1355.1  1222.6   942.8   530.6   154.8   194.1     0.0
            V      51.0    66.3    85.6   100.9   112.2   111.1   116.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    54.8    70.2    85.6   100.9   112.2   111.1   116.3
            M    1236.2  1178.0   942.8   530.6   154.8   194.1     0.0
Total     : M+   2764.6  2448.8  1864.3  1025.8   295.7   371.3     0.0
            V      67.0    98.3   133.5   164.7   186.7   184.6   194.6
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    70.9   102.2   133.5   164.7   186.7   184.6   194.6
            M    2645.7  2404.2  1864.3  1025.8   295.7   371.3     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.63   15.27   22.90   30.53   38.17   26.72
 
Beam-Self
Precast-top    0.164   0.389   0.689   0.898   1.022   1.065   0.970 
Bottom        -0.143  -0.337  -0.591  -0.765  -0.867  -0.903  -0.825 
 
Prestress
Precast-top   -0.018  -0.220  -0.548  -0.868  -1.025  -1.025  -1.025 
Bottom         3.380   3.547   3.814   4.070   4.194   4.194   4.194 
 
Total
Precast-top    0.145   0.169   0.141   0.030  -0.003   0.039  -0.055 
Bottom         3.237   3.209   3.222   3.305   3.327   3.291   3.369 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.33 %)
             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    6.97   14.60   22.23   29.87   37.50
 
Prestress
Precast-top    0.017  -0.016   0.002  -0.191  -0.475  -0.752  -0.889  -0.889
Bottom         0.667   2.929   2.464   3.074   3.305   3.527   3.635   3.635
 
Self wt.
Precast-top   -0.000   0.126   0.100   0.352   0.651   0.861   0.985   1.028
Bottom        -0.000  -0.110  -0.088  -0.305  -0.559  -0.733  -0.836  -0.872
 
DL-Prec (DC)
Precast-top   -0.000   0.031   0.025   0.088   0.162   0.214   0.245   0.255
Bottom        -0.000  -0.027  -0.022  -0.076  -0.139  -0.182  -0.208  -0.217
 
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   0.002   0.004   0.006   0.008   0.010
Bottom        -0.000  -0.001  -0.000  -0.002  -0.004  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.154   0.123   0.431   0.797   1.053   1.205   1.257
Bottom        -0.000  -0.134  -0.108  -0.373  -0.684  -0.897  -1.022  -1.066
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.011   0.039   0.072   0.096   0.110   0.115
Precast-top   -0.000   0.008   0.006   0.022   0.041   0.054   0.062   0.065
Bottom        -0.000  -0.030  -0.024  -0.083  -0.153  -0.202  -0.231  -0.241
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.006   0.022   0.040   0.053   0.061   0.063
Precast-top   -0.000   0.004   0.003   0.012   0.022   0.030   0.034   0.036
Bottom        -0.000  -0.016  -0.013  -0.046  -0.085  -0.112  -0.128  -0.133
 
LL+I(+)
Topping-top   -0.000   0.108   0.086   0.299   0.545   0.708   0.803   0.826
Precast-top   -0.000   0.060   0.048   0.167   0.306   0.398   0.452   0.465
Bottom        -0.000  -0.229  -0.184  -0.634  -1.153  -1.492  -1.691  -1.738
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.130   0.103   0.359   0.658   0.857   0.974   1.004 
Precast-top    0.017   0.369   0.308   0.882   1.508   1.863   2.103   2.227 
Bottom         0.667   2.381   2.025   1.556   0.528  -0.096  -0.487  -0.642 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.022   0.017   0.061   0.113   0.149   0.171   0.178 
Precast-top    0.017   0.309   0.261   0.715   1.202   1.465   1.651   1.762 
Bottom         0.667   2.611   2.209   2.190   1.681   1.396   1.203   1.097 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.63   15.27   22.90   30.53   38.17   26.72
 
Beam-Self
Precast-top    0.164   0.389   0.689   0.898   1.022   1.065   0.970 
Bottom        -0.143  -0.337  -0.591  -0.765  -0.867  -0.903  -0.825 
 
Prestress
Precast-top   -0.018  -0.220  -0.548  -0.868  -1.025  -1.025  -1.025 
Bottom         3.380   3.547   3.814   4.070   4.194   4.194   4.194 
 
Total
Precast-top    0.145   0.169   0.141   0.030  -0.003   0.039  -0.055 
Bottom         3.237   3.209   3.222   3.305   3.327   3.291   3.369 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.33 %)
             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    6.97   14.60   22.23   29.87   37.50
 
Prestress
Precast-top    0.017  -0.016   0.002  -0.191  -0.475  -0.752  -0.889  -0.889
Bottom         0.667   2.929   2.464   3.074   3.305   3.527   3.635   3.635
 
Self wt.
Precast-top   -0.000   0.126   0.100   0.352   0.651   0.861   0.985   1.028
Bottom        -0.000  -0.110  -0.088  -0.305  -0.559  -0.733  -0.836  -0.872
 
DL-Prec (DC)
Precast-top   -0.000   0.031   0.025   0.088   0.162   0.214   0.245   0.255
Bottom        -0.000  -0.027  -0.022  -0.076  -0.139  -0.182  -0.208  -0.217
 
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   0.002   0.004   0.006   0.008   0.010
Bottom        -0.000  -0.001  -0.000  -0.002  -0.004  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.154   0.123   0.431   0.797   1.053   1.205   1.257
Bottom        -0.000  -0.134  -0.108  -0.373  -0.684  -0.897  -1.022  -1.066
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.011   0.039   0.072   0.096   0.110   0.115
Precast-top   -0.000   0.008   0.006   0.022   0.041   0.054   0.062   0.065
Bottom        -0.000  -0.030  -0.024  -0.083  -0.153  -0.202  -0.231  -0.241
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.006   0.022   0.040   0.053   0.061   0.063
Precast-top   -0.000   0.004   0.003   0.012   0.022   0.030   0.034   0.036
Bottom        -0.000  -0.016  -0.013  -0.046  -0.085  -0.112  -0.128  -0.133
 
LL+I(+)
Topping-top   -0.000   0.086   0.069   0.239   0.436   0.566   0.643   0.661
Precast-top   -0.000   0.048   0.038   0.134   0.245   0.318   0.362   0.372
Bottom        -0.000  -0.184  -0.148  -0.507  -0.922  -1.194  -1.352  -1.391
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.108   0.086   0.300   0.549   0.715   0.813   0.839 
Precast-top    0.017   0.357   0.299   0.849   1.447   1.783   2.013   2.134 
Bottom         0.667   2.427   2.062   1.683   0.759   0.203  -0.149  -0.294 
 

 
 
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    6.97   14.60   22.23   29.87   37.50
F_LL+I(+)
Topping-top   -0.000   0.109   0.087   0.296   0.524   0.676   0.747   0.722
Precast-top   -0.000   0.061   0.048   0.166   0.294   0.380   0.420   0.406
Bottom        -0.000  -0.231  -0.186  -0.628  -1.108  -1.424  -1.572  -1.520
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.120   0.095   0.326   0.580   0.750   0.832   0.811 
Precast-top    0.008   0.215   0.179   0.523   0.895   1.112   1.246   1.288 
Bottom         0.334   1.074   0.919   0.467  -0.267  -0.726  -0.970  -0.972 
 

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
    299.5    6.5   40.6    0.694   4.0   6.00e-3 50.0    310.4     1.838    2.816      0.00
      0.0    0.7   40.3     42.0 0.193      18.4 0.87    12.00     0.105    1.290 
Transfer:   3.00
    284.6    6.5   40.6    3.125  17.9  -0.02e-3 28.9    198.9     0.563    1.760      0.00
    570.3    3.1   39.0    189.0 0.181      99.4 4.86    12.00     0.105    1.360 
Critical:   3.91
    278.6    6.5   40.6    3.303  17.9  -0.03e-3 28.9    191.4     0.542    1.320      0.00
    764.7    3.3   39.0    189.0 0.177     100.3 4.91    12.00     0.105    1.387 
0.1L    :   7.63
    255.0    6.5   39.2    4.365  17.9  -0.02e-3 28.9    170.2     0.505    0.827      0.00
   1565.4    4.0   37.2    189.0 0.169      95.3 4.89    12.00     0.105    1.382 
0.2L    :  15.27
    209.3    6.5   38.1    6.076  17.9  -0.00e-3 29.0    124.4     0.385    0.620      0.00
   2806.2    4.7   35.8    189.0 0.142      90.3 4.82    12.00     0.105    1.326 
0.3L    :  22.90
    164.7    6.5   39.7    6.076  17.9   0.96e-3 32.4    110.6     0.375    0.620      0.00
   3638.5    4.8   37.4    189.0 0.105      54.5 2.79    24.00     0.105    1.394 
0.4L    :  30.53
    120.9    6.5   40.5    6.076   0.0   1.43e-3 34.0     88.0     0.311    0.496      0.00
   4054.9    4.8   38.2    189.0 0.083      46.3 2.32    24.00     0.105    1.389 
0.5L    :  38.17
     78.0    6.5   40.5    6.076   0.0   1.21e-3 33.2     36.4     0.125    0.413      0.00
   4070.9    4.8   38.2    189.0 0.054      50.3 2.51    24.00     0.105    1.968 
0.6L    :  45.80
    120.9    6.5   40.5    6.076   0.0   1.43e-3 34.0     88.0     0.311    0.496      0.00
   4054.9    4.8   38.2    189.0 0.083      46.3 2.32    24.00     0.105    1.389 
0.7L    :  53.43
    164.7    6.5   39.7    6.076  17.9   0.96e-3 32.4    110.6     0.375    0.620      0.00
   3638.5    4.8   37.4    189.0 0.105      54.5 2.79    24.00     0.105    1.394 
0.8L    :  61.07
    209.3    6.5   38.1    6.076  17.9  -0.00e-3 29.0    124.4     0.385    0.620      0.00
   2806.2    4.7   35.8    189.0 0.142      90.3 4.82    12.00     0.105    1.326 
0.9L    :  68.70
    255.0    6.5   39.2    4.365  17.9  -0.02e-3 28.9    170.2     0.505    0.827      0.00
   1565.4    4.0   37.2    189.0 0.169      95.3 4.89    12.00     0.105    1.382 
Critical:  72.42
    278.6    6.5   40.6    3.303  17.9  -0.03e-3 28.9    191.4     0.542    1.320      0.00
    764.7    3.3   39.0    189.0 0.177     100.3 4.91    12.00     0.105    1.387 
Transfer:  73.33
    284.6    6.5   40.6    3.125  17.9  -0.02e-3 28.9    198.9     0.563    1.760      0.00
    570.3    3.1   39.0    189.0 0.181      99.4 4.86    12.00     0.105    1.360 
Bearing :  75.67
    299.5    6.5   40.6    0.694   4.0   6.00e-3 50.0    310.4     1.838    2.816      0.00
      0.0    0.7   40.3     42.0 0.193      18.4 0.87    12.00     0.105    1.290 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1191.02
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    2.38
 
 
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
    299.5      8.27     40.61    0.71       40.26    24.00      0.300      2.006      0.000      0.000*
Transfer:      2.33
    284.6      8.10     40.61    3.14       39.04    24.00      0.300      1.950      0.000      1.760 
Critical:      3.25
    278.8      7.95     40.61    3.32       38.95    24.00      0.300      1.901      0.000      1.320 
0.1L    :      6.97
    255.0      7.62     39.20    4.00       37.20    24.00      0.300      1.789      0.000      0.827 
0.2L    :     14.60
    209.3      6.50     38.15    4.75       35.77    24.00      0.300      1.417      0.000      0.620 
0.3L    :     22.23
    164.7      4.90     39.74    4.75       37.36    24.00      0.300      0.882      0.000      0.620 
0.4L    :     29.87
    120.9      3.52     40.54    4.76       38.16    24.00      0.300      0.423      0.000      0.496 
0.5L    :     37.50
     78.0      2.27     40.54    4.76       38.16    24.00      0.300      0.007      0.000      0.413 
0.6L    :     45.13
    120.9      3.52     40.54    4.76       38.16    24.00      0.300      0.423      0.000      0.496 
0.7L    :     52.77
    164.7      4.90     39.74    4.75       37.36    24.00      0.300      0.882      0.000      0.620 
0.8L    :     60.40
    209.3      6.50     38.15    4.75       35.77    24.00      0.300      1.417      0.000      0.620 
0.9L    :     68.03
    255.0      7.62     39.20    4.00       37.20    24.00      0.300      1.789      0.000      0.827 
Critical:     71.75
    278.8      7.95     40.61    3.32       38.95    24.00      0.300      1.901      0.000      1.320 
Transfer:     72.67
    284.6      8.10     40.61    3.14       39.04    24.00      0.300      1.950      0.000      1.760 
Bearing :     75.00
    299.5      8.27     40.61    0.71       40.26    24.00      0.300      2.006      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.97 ft
Prestress      :       1.044  1.80      1.879  2.20      2.296
Self Wt.       :      -0.325  1.85     -0.601  2.40     -0.779
Deck + Haunch  :                       -0.326  2.30     -0.750
DL-Prec. (DC)  :                       -0.066  3.00     -0.199
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.043  3.00     -0.128
DL-Comp. (DW)  :                       -0.024  3.00     -0.071
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 14.60 ft
Prestress      :       1.880  1.80      3.384  2.20      4.136
Self Wt.       :      -0.609  1.85     -1.126  2.40     -1.461
Deck + Haunch  :                       -0.641  2.30     -1.475
DL-Prec. (DC)  :                       -0.130  3.00     -0.391
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.084  3.00     -0.252
DL-Comp. (DW)  :                       -0.046  3.00     -0.139
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 22.23 ft
Prestress      :       2.478  1.80      4.460  2.20      5.451
Self Wt.       :      -0.824  1.85     -1.525  2.40     -1.979
Deck + Haunch  :                       -0.882  2.30     -2.029
DL-Prec. (DC)  :                       -0.179  3.00     -0.538
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.116  3.00     -0.348
DL-Comp. (DW)  :                       -0.064  3.00     -0.192
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 29.87 ft
Prestress      :       2.840  1.80      5.112  2.20      6.248
Self Wt.       :      -0.960  1.85     -1.776  2.40     -2.304
Deck + Haunch  :                       -1.034  2.30     -2.378
DL-Prec. (DC)  :                       -0.210  3.00     -0.630
Diaphragm      :                       -0.007  3.00     -0.020
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.136  3.00     -0.408
DL-Comp. (DW)  :                       -0.075  3.00     -0.225
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 37.50 ft
Prestress      :       2.968  1.80      5.343  2.20      6.531
Self Wt.       :      -1.008  1.85     -1.865  2.40     -2.419
Deck + Haunch  :                       -1.087  2.30     -2.501
DL-Prec. (DC)  :                       -0.221  3.00     -0.663
Diaphragm      :                       -0.007  3.00     -0.022
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.143  3.00     -0.430
DL-Comp. (DW)  :                       -0.079  3.00     -0.237
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 45.13 ft
Prestress      :       2.840  1.80      5.112  2.20      6.248
Self Wt.       :      -0.960  1.85     -1.776  2.40     -2.304
Deck + Haunch  :                       -1.034  2.30     -2.378
DL-Prec. (DC)  :                       -0.210  3.00     -0.630
Diaphragm      :                       -0.007  3.00     -0.020
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.136  3.00     -0.408
DL-Comp. (DW)  :                       -0.075  3.00     -0.225
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 52.77 ft
Prestress      :       2.478  1.80      4.460  2.20      5.451
Self Wt.       :      -0.824  1.85     -1.525  2.40     -1.979
Deck + Haunch  :                       -0.882  2.30     -2.029
DL-Prec. (DC)  :                       -0.179  3.00     -0.538
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.116  3.00     -0.348
DL-Comp. (DW)  :                       -0.064  3.00     -0.192
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 60.40 ft
Prestress      :       1.880  1.80      3.384  2.20      4.136
Self Wt.       :      -0.609  1.85     -1.126  2.40     -1.461
Deck + Haunch  :                       -0.641  2.30     -1.475
DL-Prec. (DC)  :                       -0.130  3.00     -0.391
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.084  3.00     -0.252
DL-Comp. (DW)  :                       -0.046  3.00     -0.139
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 68.03 ft
Prestress      :       1.044  1.80      1.879  2.20      2.296
Self Wt.       :      -0.325  1.85     -0.601  2.40     -0.779
Deck + Haunch  :                       -0.326  2.30     -0.750
DL-Prec. (DC)  :                       -0.066  3.00     -0.199
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.043  3.00     -0.128
DL-Comp. (DW)  :                       -0.024  3.00     -0.071
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
   562.4    35.6  3.977  262.1    3.7   3.14   2955.2  0.031T 1.00       -       -     -     -  
H/2     :   1.84
   447.6    35.5  3.328  263.4    3.1   2.64   2495.4  0.038T 1.00       -       -     -     -  
0.1L    :   6.97
  1565.4    36.6  5.093  260.3    4.7   4.00   3817.2  0.024T 1.00       -       -     -     -  
0.2L    :  14.60
  2887.3    38.1  6.076  258.9    5.6   4.75   4690.4  0.020T 1.00   3467.2  3467.2    1.35    -  
0.3L    :  22.23
  3798.0    39.7  6.076  259.4    5.6   4.75   4906.6  0.020T 1.00   3567.9  3567.9    1.38    -  
0.4L    :  29.87
  4340.2    40.5  6.076  259.6    5.6   4.76   5014.8  0.020T 1.00   3604.3  3604.3    1.39    -  
0.5L    :  37.50
  4490.2    40.5  6.076  259.6    5.6   4.76   5014.8  0.020T 1.00   3574.1  3574.1    1.40    -  
0.6L    :  45.13
  4340.2    40.5  6.076  259.6    5.6   4.76   5014.8  0.020T 1.00   3604.3  3604.3    1.39    -  
0.7L    :  52.77
  3798.0    39.7  6.076  259.4    5.6   4.75   4906.6  0.020T 1.00   3567.9  3567.9    1.38    -  
0.8L    :  60.40
  2887.3    38.1  6.076  258.9    5.6   4.75   4690.4  0.020T 1.00   3467.2  3467.2    1.35    -  
0.9L    :  68.03
  1565.4    36.6  5.093  260.3    4.7   4.00   3817.2  0.024T 1.00       -       -     -     -  
H/2     :  73.16
   447.6    35.5  3.328  263.4    3.1   2.64   2495.4  0.038T 1.00       -       -     -     -  
Transfer:  72.67
   562.4    35.6  3.977  262.1    3.7   3.14   2955.2  0.031T 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 1-14; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.056
        M   2.00 Fb     0.192
 
  2   2 E  32.00 Ft     0.382
        M   6.00 Fb     0.148
 
  3   2 E  30.00 Ft     0.676
        M   4.00 Fb     0.132
 
  4   2 E  28.00 Ft     0.939
        M   2.00 Fb     0.144
 
  5   2 E   6.00 Ft     0.895
        M   6.00 Fb     0.423
 
  6   2 E   6.00 Ft     0.851
        M   6.00 Fb     0.702
 
  7   2 E   6.00 Ft     0.807
        M   6.00 Fb     0.980
 
  8   2 E   4.00 Ft     0.730
        M   4.00 Fb     1.287
 
  9   2 E   4.00 Ft     0.654
        M   4.00 Fb     1.593
 
 10   2 E   4.00 Ft     0.578
        M   4.00 Fb     1.900
 
 11   2 E   2.00 Ft     0.470
        M   2.00 Fb     2.234
 
 12   2 E   2.00 Ft     0.362
        M   2.00 Fb     2.568
 
 13   2 E   2.00 Ft     0.254
        M   2.00 Fb     2.903
 
 14   2 E   2.00 Ft     0.146
        M   2.00 Fb     3.237
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 76.33            Release Length, ft: 76.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  28
No. of strands, Draped:   6           No. of strands, Straight:  22
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.5 ksi  f'ct   4.0 ksi
Initial losses:  8.22 %               Final losses: 14.19 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       3.369     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.003   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5014.77     4490.21     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   1.004     Midspan    1.800   0.178     Midspan
    Pre.Top:   3.900   2.227     Midspan    2.925   1.762     Midspan
    Pre.Bot:   3.900   2.381    Transfer    2.925   2.611    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.484   0.017     Bearing
    Pre.Bot:  -0.484  -0.294     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.600   1.288     Midspan
    Pre.Bot:                                                             2.600   1.074    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  37.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.968  1.80      5.343  2.20      6.531
Self Wt.       :      -1.008  1.85     -1.865  2.40     -2.419
Deck + Haunch  :                       -1.087  2.30     -2.501
DL-Prec. (DC)  :                       -0.221  3.00     -0.663
Diaphragm      :                       -0.007  3.00     -0.022
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.143  3.00     -0.430
DL-Comp. (DW)  :                       -0.079  3.00     -0.237
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   75.00
     DC  Line       0.087      0.00       0.087   75.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    37.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 76.333 ft
Release length = 76.333 ft
Design  length = 75.000 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)  : 0.736   (Calculated)    
Live Moment (1  lane  loaded)  : 0.520   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.211   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.969   (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           1379.1 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           287440 in4#
Ht. of c.g.           =        17.14 in             29.69 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 = 0.8520

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     6.97    14.60    22.23    29.87    37.50
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    638.5    662.2    657.2    662.2    662.2    662.2    662.2    662.2
  Yb      ,  in    17.06    16.75    16.82    16.71    16.63    16.56    16.52    16.52
  MI(Ixx) , in4   100408   102070   101700   102573   103521   104616   105219   105219
Composite: (At Final, using Ec =  5007.5 ksi )
  Area    , in2   1385.4   1407.6   1402.9   1407.6   1407.6   1407.6   1407.6   1407.6
  Yb      ,  in    29.59    29.26    29.33    29.24    29.21    29.18    29.16    29.16
  MI(Ixx) , in4   290101   299790   297708   300951   302977   305145   306282   306282

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.50 ksi           4.00 ksi
  Elasticity         =    5007.55 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.90 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.93 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           =       2.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.48 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  28 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 26.72 ft from member end )
END PATTERN (Ycg = 9.29 in):
    10 @  2.000 in     6 @  4.000 in     6 @  6.000 in     2 @ 28.000 in
     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.71 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    10 @  2.000 in     6 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    6.08 in2      Initial Pull          =     1191.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.811 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.764 ft
Holddown Force        =  20.630 kips     Beam Shrtng (PL/AE)   =      0.350 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)       
--------------------------------------------------------------------------------------
      2138.385         740 1582.405     12.402 50229.008   653.827     483.183        
 
 
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       3.75       0.1250      0.4377    Yes
      2      US#6[M19]       60.00        0.88       3.75       0.4373      0.7500     No
      2      US#6[M19]       60.00        0.88       6.00       0.7500      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      9.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.6667     25.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      25.6670     30.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      30.6670     45.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      45.6663     50.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      50.6663     66.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00      66.6667     71.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      71.9167     72.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      72.5833     75.5833    Yes
      2      US#6[M19]       60.00        0.88       3.75      75.5833     75.8960     No
      2      US#6[M19]       60.00        0.88       3.75      75.8957     76.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      76.2083     76.3333     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 76.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.0760 in2       Ycg =  3.71 in
         P_init    =     1191.0 kips  Ecc = 13.43 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.11 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.679 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.13 ksi    0.00 ksi
    due to Composite Loads                                 -1.83 ksi    0.00 ksi
    due to Live Loads                                      -6.26 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                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        14.50 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.11 ksi  ( 8.22 %)            11.91 ksi ( 6.08 %)
Total Prestress Losses                                    28.02 ksi (14.29 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    55.8    44.4   155.9   290.1   386.0   443.5   462.7
(Max)       V      24.7    23.1    23.5    20.1    15.1    10.0     5.0     0.0
DL-Prec.  : M       0.0    10.4     8.2    28.9    53.8    71.6    82.3    85.9
DC(Max)     V       4.6     4.3     4.4     3.7     2.8     1.9     0.9     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    77.5    61.6   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    32.6    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.6     0.5     1.7     3.7     5.6     7.5     9.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    25.1    20.0    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.6     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.8    11.0    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.8     5.0     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   177.4   141.2   492.3   902.6  1177.9  1340.5  1378.2
            V     130.6   124.9   126.1   113.6    96.1    78.6    55.4    37.9
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   130.6   124.9   126.1   113.6    96.9    81.0    65.6    50.8
            M       0.0   181.5   144.8   492.3   859.9  1094.0  1190.6  1157.8
Total     : M+      0.0   360.5   286.9  1004.3  1855.6  2446.5  2799.3  2901.6
            V     211.6   200.9   203.1   179.6   145.6   111.7    72.1    38.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   211.6   200.9   203.1   179.6   146.5   114.1    82.3    51.1
            M       0.0   364.7   290.5  1004.3  1813.0  2362.6  2649.4  2681.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   73.16   72.67   75.00
Self wt.  : M     443.5   386.0   290.1   155.9    44.4    55.8     0.0
(Max)       V       5.0    10.0    15.1    20.1    23.5    23.1    24.7
DL-Prec.  : M      82.3    71.6    53.8    28.9     8.2    10.4     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.4     4.3     4.6
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     615.9   536.0   402.9   216.6    61.6    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    32.6    32.1    34.3
Diaphragm : M       7.5     5.6     3.7     1.7     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     199.5   173.6   130.5    70.1    20.0    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.6    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    11.0    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
LL + I    : M+   1340.5  1177.9   902.6   492.3   141.2   177.4     0.0
            V      55.4    78.6    96.1   113.6   126.1   124.9   130.6
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    65.6    81.0    96.9   113.6   126.1   124.9   130.6
            M    1190.6  1094.0   859.9   492.3   144.8   181.5     0.0
Total     : M+   2799.3  2446.5  1855.6  1004.3   286.9   360.5     0.0
            V      72.1   111.7   145.6   179.6   203.1   200.9   211.6
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    82.3   114.1   146.5   179.6   203.1   200.9   211.6
            M    2649.4  2362.6  1813.0  1004.3   290.5   364.7     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.7             24.7
Deck+Haunch            34.3             34.3
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.6              4.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           30.6             30.6
Live                   87.0             87.0
        Truck          63.0             63.0
        Lane           24.0             24.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    55.8    44.4   155.9   290.1   386.0   443.5   462.7
(Max)       V      24.7    23.1    23.5    20.1    15.1    10.0     5.0     0.0
DL-Prec.  : M       0.0    10.4     8.2    28.9    53.8    71.6    82.3    85.9
DC(Max)     V       4.6     4.3     4.4     3.7     2.8     1.9     0.9     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    77.5    61.6   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    32.6    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.6     0.5     1.7     3.7     5.6     7.5     9.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    25.1    20.0    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.6     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.8    11.0    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.8     5.0     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   141.9   113.0   393.8   722.1   942.3  1072.4  1102.6
            V     104.5    99.9   100.9    90.9    76.9    62.9    44.3    30.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   104.5    99.9   100.9    90.9    77.5    64.8    52.5    40.6
            M       0.0   145.2   115.9   393.8   688.0   875.2   952.5   926.3
Total     : M+      0.0   325.1   258.7   905.9  1675.1  2210.9  2531.2  2625.9
            V     185.5   175.9   177.9   156.9   126.4    96.0    61.0    30.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   185.5   175.9   177.9   156.9   127.1    97.9    69.2    40.9
            M       0.0   328.4   261.6   905.9  1641.0  2143.8  2411.2  2449.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   73.16   72.67   75.00
Self wt.  : M     443.5   386.0   290.1   155.9    44.4    55.8     0.0
(Max)       V       5.0    10.0    15.1    20.1    23.5    23.1    24.7
DL-Prec.  : M      82.3    71.6    53.8    28.9     8.2    10.4     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.4     4.3     4.6
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     615.9   536.0   402.9   216.6    61.6    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    32.6    32.1    34.3
Diaphragm : M       7.5     5.6     3.7     1.7     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     199.5   173.6   130.5    70.1    20.0    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.6    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    11.0    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
LL + I    : M+   1072.4   942.3   722.1   393.8   113.0   141.9     0.0
            V      44.3    62.9    76.9    90.9   100.9    99.9   104.5
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    52.5    64.8    77.5    90.9   100.9    99.9   104.5
            M     952.5   875.2   688.0   393.8   115.9   145.2     0.0
Total     : M+   2531.2  2210.9  1675.1   905.9   258.7   325.1     0.0
            V      61.0    96.0   126.4   156.9   177.9   175.9   185.5
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    69.2    97.9   127.1   156.9   177.9   175.9   185.5
            M    2411.2  2143.8  1641.0   905.9   261.6   328.4     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    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    69.7    55.5   194.9   362.7   482.5   554.4   578.3
(Max)       V      30.8    28.9    29.3    25.1    18.8    12.6     6.3     0.0
Self wt.  : M       0.0    50.2    39.9   140.3   261.1   347.4   399.2   416.4
(Min)       V      22.2    20.8    21.1    18.1    13.6     9.0     4.5     0.0
DL-Prec.  : M       0.0    12.9    10.3    36.2    67.3    89.5   102.9   107.3
DC(Max)     V       5.7     5.4     5.4     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     9.3     7.4    26.0    48.5    64.5    74.1    77.3
DC(Min)     V       4.1     3.9     3.9     3.4     2.5     1.7     0.8     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    96.8    77.0   270.7   503.6   670.0   769.9   803.1
Haunch (Max)V      42.8    40.2    40.7    34.9    26.2    17.4     8.7     0.0
Deck +    : M       0.0    69.7    55.5   194.9   362.6   482.4   554.3   578.3
Haunch (Min)V      30.8    28.9    29.3    25.1    18.8    12.6     6.3     0.0
Diaphragm : M       0.0     0.7     0.6     2.2     4.6     6.9     9.3    11.7
(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     1.6     3.3     5.0     6.7     8.4
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    31.4    25.0    87.7   163.1   217.0   249.4   260.2
DC(Max)     V      13.9    13.0    13.2    11.3     8.5     5.6     2.8     0.0
DL-Comp   : M       0.0    22.6    18.0    63.1   117.5   156.3   179.6   187.3
DC(Min)     V      10.0     9.4     9.5     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    20.8    16.5    58.1   108.0   143.7   165.1   172.3
DW(Max)     V       9.2     8.6     8.7     7.5     5.6     3.7     1.9     0.0
DL-Comp   : M       0.0     9.0     7.2    25.2    46.8    62.3    71.5    74.6
DW(Min)     V       4.0     3.7     3.8     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   310.5   247.1   861.5  1579.5  2061.2  2345.9  2411.8
            V     228.5   218.5   220.6   198.8   168.1   137.5    96.9    66.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   228.5   218.5   220.6   198.8   169.6   141.7   114.8    88.9
            M       0.0   317.7   253.5   861.5  1504.9  1914.5  2083.6  2026.2
Total     : M+      0.0   542.8   432.0  1511.2  2788.8  3671.0  4196.8  4344.8
            V     331.3   314.9   318.4   282.5   231.0   179.5   118.1    66.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   331.3   314.9   318.4   282.5   232.5   183.7   136.0    89.2
            M       0.0   550.1   438.3  1511.2  2714.2  3524.3  3934.5  3959.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   73.16   72.67   75.00
Self wt.  : M     554.4   482.5   362.7   194.9    55.5    69.7     0.0
(Max)       V       6.3    12.6    18.8    25.1    29.3    28.9    30.8
Self wt.  : M     399.2   347.4   261.1   140.3    39.9    50.2     0.0
(Min)       V       4.5     9.0    13.6    18.1    21.1    20.8    22.2
DL-Prec.  : M     102.9    89.5    67.3    36.2    10.3    12.9     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.4     5.4     5.7
DL-Prec.  : M      74.1    64.5    48.5    26.0     7.4     9.3     0.0
DC(Min)     V       0.8     1.7     2.5     3.4     3.9     3.9     4.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     769.9   670.0   503.6   270.7    77.0    96.8     0.0
Haunch (Max)V       8.7    17.4    26.2    34.9    40.7    40.2    42.8
Deck +    : M     554.3   482.4   362.6   194.9    55.5    69.7     0.0
Haunch (Min)V       6.3    12.6    18.8    25.1    29.3    28.9    30.8
Diaphragm : M       9.3     6.9     4.6     2.2     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       6.7     5.0     3.3     1.6     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     249.4   217.0   163.1    87.7    25.0    31.4     0.0
DC(Max)     V       2.8     5.6     8.5    11.3    13.2    13.0    13.9
DL-Comp   : M     179.6   156.3   117.5    63.1    18.0    22.6     0.0
DC(Min)     V       2.0     4.1     6.1     8.1     9.5     9.4    10.0
DL-Comp   : M     165.1   143.7   108.0    58.1    16.5    20.8     0.0
DW(Max)     V       1.9     3.7     5.6     7.5     8.7     8.6     9.2
DL-Comp   : M      71.5    62.3    46.8    25.2     7.2     9.0     0.0
DW(Min)     V       0.8     1.6     2.4     3.2     3.8     3.7     4.0
LL + I    : M+   2345.9  2061.2  1579.5   861.5   247.1   310.5     0.0
            V      96.9   137.5   168.1   198.8   220.6   218.5   228.5
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   114.8   141.7   169.6   198.8   220.6   218.5   228.5
            M    2083.6  1914.5  1504.9   861.5   253.5   317.7     0.0
Total     : M+   4196.8  3671.0  2788.8  1511.2   432.0   542.8     0.0
            V     118.1   179.5   231.0   282.5   318.4   314.9   331.3
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   183.7   232.5   282.5   318.4   314.9   331.3
            M    3934.5  3524.3  2714.2  1511.2   438.3   550.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               30.8             30.8
Deck+Haunch            42.8             42.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.7              5.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           69.4             69.4
DL-Comp.(DW)           45.9             45.9
Live                  152.3            152.3
        Truck         110.3            110.3
        Lane           42.0             42.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    55.8    44.4   155.9   290.1   386.0   443.5   462.7
(Max)       V      24.7    23.1    23.5    20.1    15.1    10.0     5.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    10.4     8.2    28.9    53.8    71.6    82.3    85.9
DC(Max)     V       4.6     4.3     4.4     3.7     2.8     1.9     0.9     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    77.5    61.6   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    32.6    27.9    20.9    14.0     7.0     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     1.7     3.7     5.6     7.5     9.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
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    25.1    20.0    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.6     9.0     6.8     4.5     2.3     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    13.8    11.0    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.8     5.0     3.7     2.5     1.2     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   126.3   100.7   345.2   613.3   795.3   881.5   852.6
            V     106.3   101.6   102.5    92.2    78.2    60.6    46.6    32.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   106.3   101.6   102.5    92.2    78.2    64.1    50.1    37.4
            M       0.0   126.3   100.7   345.2   613.3   766.3   804.2   754.1
Total     : M+      0.0   309.4   246.4   857.2  1566.4  2064.0  2340.3  2376.0
            V     187.2   177.5   179.6   158.2   127.7    93.7    63.3    32.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   187.2   177.5   179.6   158.2   127.7    97.3    66.8    37.7
            M       0.0   309.4   246.4   857.2  1566.4  2035.0  2262.9  2277.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   73.16   72.67   75.00
Self wt.  : M     443.5   386.0   290.1   155.9    44.4    55.8     0.0
(Max)       V       5.0    10.0    15.1    20.1    23.5    23.1    24.7
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      82.3    71.6    53.8    28.9     8.2    10.4     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.4     4.3     4.6
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     615.9   536.0   402.9   216.6    61.6    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    32.6    32.1    34.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       7.5     5.6     3.7     1.7     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     199.5   173.6   130.5    70.1    20.0    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.6    10.4    11.1
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     110.1    95.8    72.0    38.7    11.0    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
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+    881.5   795.3   613.3   345.2   100.7   126.3     0.0
            V      46.6    60.6    78.2    92.2   102.5   101.6   106.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    50.1    64.1    78.2    92.2   102.5   101.6   106.3
            M     804.2   766.3   613.3   345.2   100.7   126.3     0.0
Total     : M+   2340.3  2064.0  1566.4   857.2   246.4   309.4     0.0
            V      63.3    93.7   127.7   158.2   179.6   177.5   187.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    66.8    97.3   127.7   158.2   179.6   177.5   187.2
            M    2262.9  2035.0  1566.4   857.2   246.4   309.4     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.63   15.27   22.90   30.53   38.17   26.72
 
Beam-Self
Precast-top    0.164   0.389   0.689   0.898   1.022   1.065   0.970 
Bottom        -0.143  -0.337  -0.591  -0.765  -0.867  -0.903  -0.825 
 
Prestress
Precast-top   -0.018  -0.220  -0.548  -0.868  -1.025  -1.025  -1.025 
Bottom         3.380   3.547   3.814   4.070   4.194   4.194   4.194 
 
Total
Precast-top    0.145   0.169   0.141   0.030  -0.003   0.039  -0.055 
Bottom         3.237   3.209   3.222   3.305   3.327   3.291   3.369 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.33 %)
             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    6.97   14.60   22.23   29.87   37.50
 
Prestress
Precast-top    0.017  -0.016   0.002  -0.191  -0.475  -0.752  -0.889  -0.889
Bottom         0.667   2.929   2.464   3.074   3.305   3.527   3.635   3.635
 
Self wt.
Precast-top   -0.000   0.126   0.100   0.352   0.651   0.861   0.985   1.028
Bottom        -0.000  -0.110  -0.088  -0.305  -0.559  -0.733  -0.836  -0.872
 
DL-Prec (DC)
Precast-top   -0.000   0.023   0.019   0.065   0.121   0.160   0.183   0.191
Bottom        -0.000  -0.020  -0.016  -0.057  -0.104  -0.136  -0.155  -0.162
 
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   0.004   0.008   0.012   0.017   0.021
Bottom        -0.000  -0.001  -0.001  -0.003  -0.007  -0.011  -0.014  -0.018
 
Deck + Haunch
Precast-top   -0.000   0.175   0.140   0.489   0.905   1.195   1.368   1.427
Bottom        -0.000  -0.153  -0.122  -0.423  -0.777  -1.018  -1.161  -1.211
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.010   0.036   0.066   0.088   0.100   0.105
Precast-top   -0.000   0.007   0.005   0.019   0.035   0.047   0.053   0.056
Bottom        -0.000  -0.029  -0.024  -0.082  -0.151  -0.199  -0.228  -0.238
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.006   0.020   0.037   0.048   0.055   0.058
Precast-top   -0.000   0.004   0.003   0.010   0.019   0.026   0.029   0.031
Bottom        -0.000  -0.016  -0.013  -0.045  -0.083  -0.110  -0.126  -0.131
 
LL+I(+)
Topping-top   -0.000   0.091   0.072   0.251   0.458   0.595   0.675   0.694
Precast-top   -0.000   0.048   0.038   0.133   0.243   0.316   0.359   0.369
Bottom        -0.000  -0.208  -0.167  -0.574  -1.044  -1.352  -1.532  -1.575
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.111   0.088   0.306   0.561   0.731   0.831   0.857 
Precast-top    0.017   0.369   0.308   0.881   1.507   1.864   2.106   2.234 
Bottom         0.667   2.392   2.033   1.585   0.580  -0.031  -0.416  -0.571 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.016   0.055   0.103   0.136   0.156   0.163 
Precast-top    0.017   0.321   0.270   0.749   1.265   1.548   1.747   1.865 
Bottom         0.667   2.600   2.200   2.159   1.624   1.320   1.116   1.004 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.63   15.27   22.90   30.53   38.17   26.72
 
Beam-Self
Precast-top    0.164   0.389   0.689   0.898   1.022   1.065   0.970 
Bottom        -0.143  -0.337  -0.591  -0.765  -0.867  -0.903  -0.825 
 
Prestress
Precast-top   -0.018  -0.220  -0.548  -0.868  -1.025  -1.025  -1.025 
Bottom         3.380   3.547   3.814   4.070   4.194   4.194   4.194 
 
Total
Precast-top    0.145   0.169   0.141   0.030  -0.003   0.039  -0.055 
Bottom         3.237   3.209   3.222   3.305   3.327   3.291   3.369 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.33 %)
             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    6.97   14.60   22.23   29.87   37.50
 
Prestress
Precast-top    0.017  -0.016   0.002  -0.191  -0.475  -0.752  -0.889  -0.889
Bottom         0.667   2.929   2.464   3.074   3.305   3.527   3.635   3.635
 
Self wt.
Precast-top   -0.000   0.126   0.100   0.352   0.651   0.861   0.985   1.028
Bottom        -0.000  -0.110  -0.088  -0.305  -0.559  -0.733  -0.836  -0.872
 
DL-Prec (DC)
Precast-top   -0.000   0.023   0.019   0.065   0.121   0.160   0.183   0.191
Bottom        -0.000  -0.020  -0.016  -0.057  -0.104  -0.136  -0.155  -0.162
 
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   0.004   0.008   0.012   0.017   0.021
Bottom        -0.000  -0.001  -0.001  -0.003  -0.007  -0.011  -0.014  -0.018
 
Deck + Haunch
Precast-top   -0.000   0.175   0.140   0.489   0.905   1.195   1.368   1.427
Bottom        -0.000  -0.153  -0.122  -0.423  -0.777  -1.018  -1.161  -1.211
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.010   0.036   0.066   0.088   0.100   0.105
Precast-top   -0.000   0.007   0.005   0.019   0.035   0.047   0.053   0.056
Bottom        -0.000  -0.029  -0.024  -0.082  -0.151  -0.199  -0.228  -0.238
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.006   0.020   0.037   0.048   0.055   0.058
Precast-top   -0.000   0.004   0.003   0.010   0.019   0.026   0.029   0.031
Bottom        -0.000  -0.016  -0.013  -0.045  -0.083  -0.110  -0.126  -0.131
 
LL+I(+)
Topping-top   -0.000   0.073   0.058   0.201   0.366   0.476   0.540   0.555
Precast-top   -0.000   0.038   0.030   0.106   0.194   0.253   0.287   0.295
Bottom        -0.000  -0.166  -0.134  -0.459  -0.835  -1.081  -1.225  -1.260
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.092   0.074   0.256   0.469   0.612   0.696   0.718 
Precast-top    0.017   0.359   0.301   0.855   1.459   1.801   2.034   2.160 
Bottom         0.667   2.433   2.067   1.700   0.788   0.239  -0.110  -0.256 
 

 
 
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    6.97   14.60   22.23   29.87   37.50
F_LL+I(+)
Topping-top   -0.000   0.065   0.052   0.176   0.311   0.402   0.444   0.429
Precast-top   -0.000   0.034   0.027   0.093   0.165   0.213   0.236   0.228
Bottom        -0.000  -0.148  -0.119  -0.403  -0.710  -0.913  -1.007  -0.974
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.075   0.060   0.204   0.363   0.470   0.522   0.511 
Precast-top    0.008   0.194   0.162   0.467   0.797   0.987   1.110   1.161 
Bottom         0.334   1.152   0.981   0.677   0.102  -0.252  -0.449  -0.472 
 

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
    331.3    6.5   40.6    0.691   4.0   6.00e-3 50.0    345.7     2.045    2.816      0.00
      0.0    0.6   40.3     42.0 0.214      18.4 0.87    12.00     0.105    1.167 
Transfer:   3.00
    314.9    6.5   40.6    3.110  17.9   0.07e-3 29.3    238.5     0.681    1.760      0.00
    550.1    2.8   39.2    189.0 0.200      93.6 4.55    12.00     0.105    1.235 
Critical:   3.93
    308.3    6.5   40.6    3.290  17.9  -0.01e-3 29.0    225.3     0.637    1.320      0.00
    740.8    2.9   39.2    189.0 0.196      99.3 4.84    12.00     0.105    1.260 
0.1L    :   7.63
    282.5    6.5   39.2    4.347  17.9  -0.02e-3 28.9    200.4     0.592    0.827      0.00
   1511.2    3.5   37.4    189.0 0.187      95.6 4.87    12.00     0.105    1.254 
0.2L    :  15.27
    232.5    6.5   38.1    6.076  17.9  -0.01e-3 29.0    149.2     0.458    0.620      0.00
   2714.2    4.2   36.1    189.0 0.158      91.2 4.83    12.00     0.105    1.204 
0.3L    :  22.90
    183.7    6.5   39.7    6.076  17.9   0.81e-3 31.8    127.5     0.421    0.620      0.00
   3524.3    4.2   37.6    189.0 0.117      58.8 2.98    24.00     0.105    1.296 
0.4L    :  30.53
    136.0    6.5   40.5    6.076   0.0   1.25e-3 33.4    101.1     0.347    0.496      0.00
   3934.5    4.2   38.4    189.0 0.093      49.9 2.48    24.00     0.105    1.289 
0.5L    :  38.17
     89.2    6.5   40.5    6.076   0.0   1.02e-3 32.6     44.4     0.148    0.413      0.00
   3959.2    4.2   38.4    189.0 0.061      54.7 2.72    24.00     0.105    1.806 
0.6L    :  45.80
    136.0    6.5   40.5    6.076   0.0   1.25e-3 33.4    101.1     0.347    0.496      0.00
   3934.5    4.2   38.4    189.0 0.093      49.9 2.48    24.00     0.105    1.289 
0.7L    :  53.43
    183.7    6.5   39.7    6.076  17.9   0.81e-3 31.8    127.5     0.421    0.620      0.00
   3524.3    4.2   37.6    189.0 0.117      58.8 2.98    24.00     0.105    1.296 
0.8L    :  61.07
    232.5    6.5   38.1    6.076  17.9  -0.01e-3 29.0    149.2     0.458    0.620      0.00
   2714.2    4.2   36.1    189.0 0.158      91.2 4.83    12.00     0.105    1.204 
0.9L    :  68.70
    282.5    6.5   39.2    4.347  17.9  -0.02e-3 28.9    200.4     0.592    0.827      0.00
   1511.2    3.5   37.4    189.0 0.187      95.6 4.87    12.00     0.105    1.254 
Critical:  72.40
    308.3    6.5   40.6    3.290  17.9  -0.01e-3 29.0    225.3     0.637    1.320      0.00
    740.8    2.9   39.2    189.0 0.196      99.3 4.84    12.00     0.105    1.260 
Transfer:  73.33
    314.9    6.5   40.6    3.110  17.9   0.07e-3 29.3    238.5     0.681    1.760      0.00
    550.1    2.8   39.2    189.0 0.200      93.6 4.55    12.00     0.105    1.235 
Bearing :  75.67
    331.3    6.5   40.6    0.691   4.0   6.00e-3 50.0    345.7     2.045    2.816      0.00
      0.0    0.6   40.3     42.0 0.214      18.4 0.87    12.00     0.105    1.167 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1191.02
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    2.38
 
 
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
    331.3      9.13     40.61    0.63       40.30    24.00      0.300      2.295      0.147      0.000*
Transfer:      2.33
    314.9      8.92     40.61    2.76       39.23    24.00      0.300      2.223      0.104      1.760 
Critical:      3.26
    308.4      8.75     40.61    2.91       39.16    24.00      0.300      2.168      0.071      1.320 
0.1L    :      6.97
    282.5      8.38     39.20    3.51       37.45    24.00      0.300      2.044      0.000      0.827 
0.2L    :     14.60
    232.5      7.17     38.15    4.19       36.05    24.00      0.300      1.639      0.000      0.620 
0.3L    :     22.23
    183.7      5.42     39.74    4.20       37.64    24.00      0.300      1.058      0.000      0.620 
0.4L    :     29.87
    136.0      3.93     40.54    4.20       38.44    24.00      0.300      0.560      0.000      0.496 
0.5L    :     37.50
     89.2      2.58     40.54    4.20       38.44    24.00      0.300      0.110      0.000      0.413 
0.6L    :     45.13
    136.0      3.93     40.54    4.20       38.44    24.00      0.300      0.560      0.000      0.496 
0.7L    :     52.77
    183.7      5.42     39.74    4.20       37.64    24.00      0.300      1.058      0.000      0.620 
0.8L    :     60.40
    232.5      7.17     38.15    4.19       36.05    24.00      0.300      1.639      0.000      0.620 
0.9L    :     68.03
    282.5      8.38     39.20    3.51       37.45    24.00      0.300      2.044      0.000      0.827 
Critical:     71.74
    308.4      8.75     40.61    2.91       39.16    24.00      0.300      2.168      0.071      1.320 
Transfer:     72.67
    314.9      8.92     40.61    2.76       39.23    24.00      0.300      2.223      0.104      1.760 
Bearing :     75.00
    331.3      9.13     40.61    0.63       40.30    24.00      0.300      2.295      0.147      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.97 ft
Prestress      :       1.044  1.80      1.879  2.20      2.296
Self Wt.       :      -0.325  1.85     -0.601  2.40     -0.779
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          :       0.719            1.278            1.517
 
At 0.2 x L = 14.60 ft
Prestress      :       1.880  1.80      3.384  2.20      4.136
Self Wt.       :      -0.609  1.85     -1.126  2.40     -1.461
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          :       1.271            2.258            2.675
 
At 0.3 x L = 22.23 ft
Prestress      :       2.478  1.80      4.460  2.20      5.451
Self Wt.       :      -0.824  1.85     -1.525  2.40     -1.979
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          :       1.653            2.934            3.472
 
At 0.4 x L = 29.87 ft
Prestress      :       2.840  1.80      5.112  2.20      6.248
Self Wt.       :      -0.960  1.85     -1.776  2.40     -2.304
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          :       1.880            3.336            3.944
 
At 0.5 x L = 37.50 ft
Prestress      :       2.968  1.80      5.343  2.20      6.531
Self Wt.       :      -1.008  1.85     -1.865  2.40     -2.419
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          :       1.960            3.478            4.111
 
At 0.6 x L = 45.13 ft
Prestress      :       2.840  1.80      5.112  2.20      6.248
Self Wt.       :      -0.960  1.85     -1.776  2.40     -2.304
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          :       1.880            3.336            3.944
 
At 0.7 x L = 52.77 ft
Prestress      :       2.478  1.80      4.460  2.20      5.451
Self Wt.       :      -0.824  1.85     -1.525  2.40     -1.979
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          :       1.653            2.934            3.472
 
At 0.8 x L = 60.40 ft
Prestress      :       1.880  1.80      3.384  2.20      4.136
Self Wt.       :      -0.609  1.85     -1.126  2.40     -1.461
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          :       1.271            2.258            2.675
 
At 0.9 x L = 68.03 ft
Prestress      :       1.044  1.80      1.879  2.20      2.296
Self Wt.       :      -0.325  1.85     -0.601  2.40     -0.779
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          :       0.719            1.278            1.517
 

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
   542.8    35.6  3.958  263.1    3.2   2.76   2968.9  0.036T 1.00       -       -     -     -  
H/2     :   1.84
   432.0    35.5  3.312  264.2    2.7   2.32   2503.2  0.043T 1.00       -       -     -     -  
0.1L    :   6.97
  1511.2    36.6  5.072  261.5    4.1   3.51   3845.4  0.028T 1.00       -       -     -     -  
0.2L    :  14.60
  2788.8    38.1  6.076  260.2    4.9   4.19   4750.5  0.023T 1.00   3488.5  3488.5    1.36    -  
0.3L    :  22.23
  3671.0    39.7  6.076  260.6    4.9   4.20   4967.1  0.023T 1.00   3579.9  3579.9    1.39    -  
0.4L    :  29.87
  4196.8    40.5  6.076  260.8    4.9   4.20   5075.4  0.023T 1.00   3610.3  3610.3    1.41    -  
0.5L    :  37.50
  4344.8    40.5  6.076  260.8    4.9   4.20   5075.4  0.023T 1.00   3577.0  3577.0    1.42    -  
0.6L    :  45.13
  4196.8    40.5  6.076  260.8    4.9   4.20   5075.4  0.023T 1.00   3610.3  3610.3    1.41    -  
0.7L    :  52.77
  3671.0    39.7  6.076  260.6    4.9   4.20   4967.1  0.023T 1.00   3579.9  3579.9    1.39    -  
0.8L    :  60.40
  2788.8    38.1  6.076  260.2    4.9   4.19   4750.5  0.023T 1.00   3488.5  3488.5    1.36    -  
0.9L    :  68.03
  1511.2    36.6  5.072  261.5    4.1   3.51   3845.4  0.028T 1.00       -       -     -     -  
H/2     :  73.16
   432.0    35.5  3.312  264.2    2.7   2.32   2503.2  0.043T 1.00       -       -     -     -  
Transfer:  72.67
   542.8    35.6  3.958  263.1    3.2   2.76   2968.9  0.036T 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 1-14; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.056
        M   2.00 Fb     0.192
 
  2   2 E  32.00 Ft     0.382
        M   6.00 Fb     0.148
 
  3   2 E  30.00 Ft     0.676
        M   4.00 Fb     0.132
 
  4   2 E  28.00 Ft     0.939
        M   2.00 Fb     0.144
 
  5   2 E   6.00 Ft     0.895
        M   6.00 Fb     0.423
 
  6   2 E   6.00 Ft     0.851
        M   6.00 Fb     0.702
 
  7   2 E   6.00 Ft     0.807
        M   6.00 Fb     0.980
 
  8   2 E   4.00 Ft     0.730
        M   4.00 Fb     1.287
 
  9   2 E   4.00 Ft     0.654
        M   4.00 Fb     1.593
 
 10   2 E   4.00 Ft     0.578
        M   4.00 Fb     1.900
 
 11   2 E   2.00 Ft     0.470
        M   2.00 Fb     2.234
 
 12   2 E   2.00 Ft     0.362
        M   2.00 Fb     2.568
 
 13   2 E   2.00 Ft     0.254
        M   2.00 Fb     2.903
 
 14   2 E   2.00 Ft     0.146
        M   2.00 Fb     3.237
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 76.33            Release Length, ft: 76.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  28
No. of strands, Draped:   6           No. of strands, Straight:  22
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.5 ksi  f'ct   4.0 ksi
Initial losses:  8.22 %               Final losses: 14.29 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       3.369     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.003   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5075.36     4344.79     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.857     Midspan    1.800   0.163     Midspan
    Pre.Top:   3.900   2.234     Midspan    2.925   1.865     Midspan
    Pre.Bot:   3.900   2.392    Transfer    2.925   2.600    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.484   0.017     Bearing
    Pre.Bot:  -0.484  -0.256     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.600   1.161     Midspan
    Pre.Bot:                                                             2.600   1.152    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  37.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.968  1.80      5.343  2.20      6.531
Self Wt.       :      -1.008  1.85     -1.865  2.40     -2.419
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          :       1.960            3.478            4.111
 
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   75.00
     DC  Line       0.087      0.00       0.087   75.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    37.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 76.333 ft
Release length = 76.333 ft
Design  length = 75.000 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)  : 0.736   (Calculated)    
Live Moment (1  lane  loaded)  : 0.520   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.211   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.969   (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           1379.1 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           287440 in4#
Ht. of c.g.           =        17.14 in             29.69 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 = 0.8520

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     6.97    14.60    22.23    29.87    37.50
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    638.5    662.2    657.2    662.2    662.2    662.2    662.2    662.2
  Yb      ,  in    17.06    16.75    16.82    16.71    16.63    16.56    16.52    16.52
  MI(Ixx) , in4   100408   102070   101700   102573   103521   104616   105219   105219
Composite: (At Final, using Ec =  5007.5 ksi )
  Area    , in2   1385.4   1407.6   1402.9   1407.6   1407.6   1407.6   1407.6   1407.6
  Yb      ,  in    29.59    29.26    29.33    29.24    29.21    29.18    29.16    29.16
  MI(Ixx) , in4   290101   299790   297708   300951   302977   305145   306282   306282

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.50 ksi           4.00 ksi
  Elasticity         =    5007.55 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.90 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.93 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           =       2.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.48 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  28 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 26.72 ft from member end )
END PATTERN (Ycg = 9.29 in):
    10 @  2.000 in     6 @  4.000 in     6 @  6.000 in     2 @ 28.000 in
     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.71 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    10 @  2.000 in     6 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    6.08 in2      Initial Pull          =     1191.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.811 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.764 ft
Holddown Force        =  20.630 kips     Beam Shrtng (PL/AE)   =      0.350 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)       
--------------------------------------------------------------------------------------
      2138.385         740 1582.405     12.402 50229.008   653.827     483.183        
 
 
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       3.75       0.1250      0.4377    Yes
      2      US#6[M19]       60.00        0.88       3.75       0.4373      0.7500     No
      2      US#6[M19]       60.00        0.88       6.00       0.7500      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      9.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.6667     25.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      25.6670     30.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      30.6670     45.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      45.6663     50.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      50.6663     66.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00      66.6667     71.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      71.9167     72.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      72.5833     75.5833    Yes
      2      US#6[M19]       60.00        0.88       3.75      75.5833     75.8960     No
      2      US#6[M19]       60.00        0.88       3.75      75.8957     76.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      76.2083     76.3333     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 76.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.0760 in2       Ycg =  3.71 in
         P_init    =     1191.0 kips  Ecc = 13.43 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.11 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.679 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.13 ksi    0.00 ksi
    due to Composite Loads                                 -1.83 ksi    0.00 ksi
    due to Live Loads                                      -6.26 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                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        14.50 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.11 ksi  ( 8.22 %)            11.91 ksi ( 6.08 %)
Total Prestress Losses                                    28.02 ksi (14.29 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    55.8    44.4   155.9   290.1   386.0   443.5   462.7
(Max)       V      24.7    23.1    23.5    20.1    15.1    10.0     5.0     0.0
DL-Prec.  : M       0.0    10.4     8.2    28.9    53.8    71.6    82.3    85.9
DC(Max)     V       4.6     4.3     4.4     3.7     2.8     1.9     0.9     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    77.5    61.6   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    32.6    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.6     0.5     1.7     3.7     5.6     7.5     9.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    25.1    20.0    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.6     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.8    11.0    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.8     5.0     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   177.4   141.2   492.3   902.6  1177.9  1340.5  1378.2
            V     130.6   124.9   126.1   113.6    96.1    78.6    55.4    37.9
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   130.6   124.9   126.1   113.6    96.9    81.0    65.6    50.8
            M       0.0   181.5   144.8   492.3   859.9  1094.0  1190.6  1157.8
Total     : M+      0.0   360.5   286.9  1004.3  1855.6  2446.5  2799.3  2901.6
            V     211.6   200.9   203.1   179.6   145.6   111.7    72.1    38.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   211.6   200.9   203.1   179.6   146.5   114.1    82.3    51.1
            M       0.0   364.7   290.5  1004.3  1813.0  2362.6  2649.4  2681.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   73.16   72.67   75.00
Self wt.  : M     443.5   386.0   290.1   155.9    44.4    55.8     0.0
(Max)       V       5.0    10.0    15.1    20.1    23.5    23.1    24.7
DL-Prec.  : M      82.3    71.6    53.8    28.9     8.2    10.4     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.4     4.3     4.6
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     615.9   536.0   402.9   216.6    61.6    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    32.6    32.1    34.3
Diaphragm : M       7.5     5.6     3.7     1.7     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     199.5   173.6   130.5    70.1    20.0    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.6    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    11.0    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
LL + I    : M+   1340.5  1177.9   902.6   492.3   141.2   177.4     0.0
            V      55.4    78.6    96.1   113.6   126.1   124.9   130.6
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    65.6    81.0    96.9   113.6   126.1   124.9   130.6
            M    1190.6  1094.0   859.9   492.3   144.8   181.5     0.0
Total     : M+   2799.3  2446.5  1855.6  1004.3   286.9   360.5     0.0
            V      72.1   111.7   145.6   179.6   203.1   200.9   211.6
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    82.3   114.1   146.5   179.6   203.1   200.9   211.6
            M    2649.4  2362.6  1813.0  1004.3   290.5   364.7     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.7             24.7
Deck+Haunch            34.3             34.3
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.6              4.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           30.6             30.6
Live                   87.0             87.0
        Truck          63.0             63.0
        Lane           24.0             24.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    55.8    44.4   155.9   290.1   386.0   443.5   462.7
(Max)       V      24.7    23.1    23.5    20.1    15.1    10.0     5.0     0.0
DL-Prec.  : M       0.0    10.4     8.2    28.9    53.8    71.6    82.3    85.9
DC(Max)     V       4.6     4.3     4.4     3.7     2.8     1.9     0.9     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    77.5    61.6   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    32.6    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.6     0.5     1.7     3.7     5.6     7.5     9.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    25.1    20.0    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.6     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.8    11.0    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.8     5.0     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   141.9   113.0   393.8   722.1   942.3  1072.4  1102.6
            V     104.5    99.9   100.9    90.9    76.9    62.9    44.3    30.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   104.5    99.9   100.9    90.9    77.5    64.8    52.5    40.6
            M       0.0   145.2   115.9   393.8   688.0   875.2   952.5   926.3
Total     : M+      0.0   325.1   258.7   905.9  1675.1  2210.9  2531.2  2625.9
            V     185.5   175.9   177.9   156.9   126.4    96.0    61.0    30.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   185.5   175.9   177.9   156.9   127.1    97.9    69.2    40.9
            M       0.0   328.4   261.6   905.9  1641.0  2143.8  2411.2  2449.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   73.16   72.67   75.00
Self wt.  : M     443.5   386.0   290.1   155.9    44.4    55.8     0.0
(Max)       V       5.0    10.0    15.1    20.1    23.5    23.1    24.7
DL-Prec.  : M      82.3    71.6    53.8    28.9     8.2    10.4     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.4     4.3     4.6
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     615.9   536.0   402.9   216.6    61.6    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    32.6    32.1    34.3
Diaphragm : M       7.5     5.6     3.7     1.7     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     199.5   173.6   130.5    70.1    20.0    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.6    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    11.0    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
LL + I    : M+   1072.4   942.3   722.1   393.8   113.0   141.9     0.0
            V      44.3    62.9    76.9    90.9   100.9    99.9   104.5
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    52.5    64.8    77.5    90.9   100.9    99.9   104.5
            M     952.5   875.2   688.0   393.8   115.9   145.2     0.0
Total     : M+   2531.2  2210.9  1675.1   905.9   258.7   325.1     0.0
            V      61.0    96.0   126.4   156.9   177.9   175.9   185.5
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    69.2    97.9   127.1   156.9   177.9   175.9   185.5
            M    2411.2  2143.8  1641.0   905.9   261.6   328.4     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    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    69.7    55.5   194.9   362.7   482.5   554.4   578.3
(Max)       V      30.8    28.9    29.3    25.1    18.8    12.6     6.3     0.0
Self wt.  : M       0.0    50.2    39.9   140.3   261.1   347.4   399.2   416.4
(Min)       V      22.2    20.8    21.1    18.1    13.6     9.0     4.5     0.0
DL-Prec.  : M       0.0    12.9    10.3    36.2    67.3    89.5   102.9   107.3
DC(Max)     V       5.7     5.4     5.4     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     9.3     7.4    26.0    48.5    64.5    74.1    77.3
DC(Min)     V       4.1     3.9     3.9     3.4     2.5     1.7     0.8     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    96.8    77.0   270.7   503.6   670.0   769.9   803.1
Haunch (Max)V      42.8    40.2    40.7    34.9    26.2    17.4     8.7     0.0
Deck +    : M       0.0    69.7    55.5   194.9   362.6   482.4   554.3   578.3
Haunch (Min)V      30.8    28.9    29.3    25.1    18.8    12.6     6.3     0.0
Diaphragm : M       0.0     0.7     0.6     2.2     4.6     6.9     9.3    11.7
(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     1.6     3.3     5.0     6.7     8.4
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    31.4    25.0    87.7   163.1   217.0   249.4   260.2
DC(Max)     V      13.9    13.0    13.2    11.3     8.5     5.6     2.8     0.0
DL-Comp   : M       0.0    22.6    18.0    63.1   117.5   156.3   179.6   187.3
DC(Min)     V      10.0     9.4     9.5     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    20.8    16.5    58.1   108.0   143.7   165.1   172.3
DW(Max)     V       9.2     8.6     8.7     7.5     5.6     3.7     1.9     0.0
DL-Comp   : M       0.0     9.0     7.2    25.2    46.8    62.3    71.5    74.6
DW(Min)     V       4.0     3.7     3.8     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   310.5   247.1   861.5  1579.5  2061.2  2345.9  2411.8
            V     228.5   218.5   220.6   198.8   168.1   137.5    96.9    66.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   228.5   218.5   220.6   198.8   169.6   141.7   114.8    88.9
            M       0.0   317.7   253.5   861.5  1504.9  1914.5  2083.6  2026.2
Total     : M+      0.0   542.8   432.0  1511.2  2788.8  3671.0  4196.8  4344.8
            V     331.3   314.9   318.4   282.5   231.0   179.5   118.1    66.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   331.3   314.9   318.4   282.5   232.5   183.7   136.0    89.2
            M       0.0   550.1   438.3  1511.2  2714.2  3524.3  3934.5  3959.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   73.16   72.67   75.00
Self wt.  : M     554.4   482.5   362.7   194.9    55.5    69.7     0.0
(Max)       V       6.3    12.6    18.8    25.1    29.3    28.9    30.8
Self wt.  : M     399.2   347.4   261.1   140.3    39.9    50.2     0.0
(Min)       V       4.5     9.0    13.6    18.1    21.1    20.8    22.2
DL-Prec.  : M     102.9    89.5    67.3    36.2    10.3    12.9     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.4     5.4     5.7
DL-Prec.  : M      74.1    64.5    48.5    26.0     7.4     9.3     0.0
DC(Min)     V       0.8     1.7     2.5     3.4     3.9     3.9     4.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     769.9   670.0   503.6   270.7    77.0    96.8     0.0
Haunch (Max)V       8.7    17.4    26.2    34.9    40.7    40.2    42.8
Deck +    : M     554.3   482.4   362.6   194.9    55.5    69.7     0.0
Haunch (Min)V       6.3    12.6    18.8    25.1    29.3    28.9    30.8
Diaphragm : M       9.3     6.9     4.6     2.2     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       6.7     5.0     3.3     1.6     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     249.4   217.0   163.1    87.7    25.0    31.4     0.0
DC(Max)     V       2.8     5.6     8.5    11.3    13.2    13.0    13.9
DL-Comp   : M     179.6   156.3   117.5    63.1    18.0    22.6     0.0
DC(Min)     V       2.0     4.1     6.1     8.1     9.5     9.4    10.0
DL-Comp   : M     165.1   143.7   108.0    58.1    16.5    20.8     0.0
DW(Max)     V       1.9     3.7     5.6     7.5     8.7     8.6     9.2
DL-Comp   : M      71.5    62.3    46.8    25.2     7.2     9.0     0.0
DW(Min)     V       0.8     1.6     2.4     3.2     3.8     3.7     4.0
LL + I    : M+   2345.9  2061.2  1579.5   861.5   247.1   310.5     0.0
            V      96.9   137.5   168.1   198.8   220.6   218.5   228.5
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   114.8   141.7   169.6   198.8   220.6   218.5   228.5
            M    2083.6  1914.5  1504.9   861.5   253.5   317.7     0.0
Total     : M+   4196.8  3671.0  2788.8  1511.2   432.0   542.8     0.0
            V     118.1   179.5   231.0   282.5   318.4   314.9   331.3
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   183.7   232.5   282.5   318.4   314.9   331.3
            M    3934.5  3524.3  2714.2  1511.2   438.3   550.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               30.8             30.8
Deck+Haunch            42.8             42.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.7              5.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           69.4             69.4
DL-Comp.(DW)           45.9             45.9
Live                  152.3            152.3
        Truck         110.3            110.3
        Lane           42.0             42.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    55.8    44.4   155.9   290.1   386.0   443.5   462.7
(Max)       V      24.7    23.1    23.5    20.1    15.1    10.0     5.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    10.4     8.2    28.9    53.8    71.6    82.3    85.9
DC(Max)     V       4.6     4.3     4.4     3.7     2.8     1.9     0.9     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    77.5    61.6   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    32.6    27.9    20.9    14.0     7.0     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     1.7     3.7     5.6     7.5     9.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
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    25.1    20.0    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.6     9.0     6.8     4.5     2.3     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    13.8    11.0    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.8     5.0     3.7     2.5     1.2     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   126.3   100.7   345.2   613.3   795.3   881.5   852.6
            V     106.3   101.6   102.5    92.2    78.2    60.6    46.6    32.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   106.3   101.6   102.5    92.2    78.2    64.1    50.1    37.4
            M       0.0   126.3   100.7   345.2   613.3   766.3   804.2   754.1
Total     : M+      0.0   309.4   246.4   857.2  1566.4  2064.0  2340.3  2376.0
            V     187.2   177.5   179.6   158.2   127.7    93.7    63.3    32.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   187.2   177.5   179.6   158.2   127.7    97.3    66.8    37.7
            M       0.0   309.4   246.4   857.2  1566.4  2035.0  2262.9  2277.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   73.16   72.67   75.00
Self wt.  : M     443.5   386.0   290.1   155.9    44.4    55.8     0.0
(Max)       V       5.0    10.0    15.1    20.1    23.5    23.1    24.7
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      82.3    71.6    53.8    28.9     8.2    10.4     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.4     4.3     4.6
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     615.9   536.0   402.9   216.6    61.6    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    32.6    32.1    34.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       7.5     5.6     3.7     1.7     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     199.5   173.6   130.5    70.1    20.0    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.6    10.4    11.1
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     110.1    95.8    72.0    38.7    11.0    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
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+    881.5   795.3   613.3   345.2   100.7   126.3     0.0
            V      46.6    60.6    78.2    92.2   102.5   101.6   106.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    50.1    64.1    78.2    92.2   102.5   101.6   106.3
            M     804.2   766.3   613.3   345.2   100.7   126.3     0.0
Total     : M+   2340.3  2064.0  1566.4   857.2   246.4   309.4     0.0
            V      63.3    93.7   127.7   158.2   179.6   177.5   187.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    66.8    97.3   127.7   158.2   179.6   177.5   187.2
            M    2262.9  2035.0  1566.4   857.2   246.4   309.4     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.63   15.27   22.90   30.53   38.17   26.72
 
Beam-Self
Precast-top    0.164   0.389   0.689   0.898   1.022   1.065   0.970 
Bottom        -0.143  -0.337  -0.591  -0.765  -0.867  -0.903  -0.825 
 
Prestress
Precast-top   -0.018  -0.220  -0.548  -0.868  -1.025  -1.025  -1.025 
Bottom         3.380   3.547   3.814   4.070   4.194   4.194   4.194 
 
Total
Precast-top    0.145   0.169   0.141   0.030  -0.003   0.039  -0.055 
Bottom         3.237   3.209   3.222   3.305   3.327   3.291   3.369 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.33 %)
             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    6.97   14.60   22.23   29.87   37.50
 
Prestress
Precast-top    0.017  -0.016   0.002  -0.191  -0.475  -0.752  -0.889  -0.889
Bottom         0.667   2.929   2.464   3.074   3.305   3.527   3.635   3.635
 
Self wt.
Precast-top   -0.000   0.126   0.100   0.352   0.651   0.861   0.985   1.028
Bottom        -0.000  -0.110  -0.088  -0.305  -0.559  -0.733  -0.836  -0.872
 
DL-Prec (DC)
Precast-top   -0.000   0.023   0.019   0.065   0.121   0.160   0.183   0.191
Bottom        -0.000  -0.020  -0.016  -0.057  -0.104  -0.136  -0.155  -0.162
 
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   0.004   0.008   0.012   0.017   0.021
Bottom        -0.000  -0.001  -0.001  -0.003  -0.007  -0.011  -0.014  -0.018
 
Deck + Haunch
Precast-top   -0.000   0.175   0.140   0.489   0.905   1.195   1.368   1.427
Bottom        -0.000  -0.153  -0.122  -0.423  -0.777  -1.018  -1.161  -1.211
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.010   0.036   0.066   0.088   0.100   0.105
Precast-top   -0.000   0.007   0.005   0.019   0.035   0.047   0.053   0.056
Bottom        -0.000  -0.029  -0.024  -0.082  -0.151  -0.199  -0.228  -0.238
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.006   0.020   0.037   0.048   0.055   0.058
Precast-top   -0.000   0.004   0.003   0.010   0.019   0.026   0.029   0.031
Bottom        -0.000  -0.016  -0.013  -0.045  -0.083  -0.110  -0.126  -0.131
 
LL+I(+)
Topping-top   -0.000   0.091   0.072   0.251   0.458   0.595   0.675   0.694
Precast-top   -0.000   0.048   0.038   0.133   0.243   0.316   0.359   0.369
Bottom        -0.000  -0.208  -0.167  -0.574  -1.044  -1.352  -1.532  -1.575
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.111   0.088   0.306   0.561   0.731   0.831   0.857 
Precast-top    0.017   0.369   0.308   0.881   1.507   1.864   2.106   2.234 
Bottom         0.667   2.392   2.033   1.585   0.580  -0.031  -0.416  -0.571 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.016   0.055   0.103   0.136   0.156   0.163 
Precast-top    0.017   0.321   0.270   0.749   1.265   1.548   1.747   1.865 
Bottom         0.667   2.600   2.200   2.159   1.624   1.320   1.116   1.004 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.63   15.27   22.90   30.53   38.17   26.72
 
Beam-Self
Precast-top    0.164   0.389   0.689   0.898   1.022   1.065   0.970 
Bottom        -0.143  -0.337  -0.591  -0.765  -0.867  -0.903  -0.825 
 
Prestress
Precast-top   -0.018  -0.220  -0.548  -0.868  -1.025  -1.025  -1.025 
Bottom         3.380   3.547   3.814   4.070   4.194   4.194   4.194 
 
Total
Precast-top    0.145   0.169   0.141   0.030  -0.003   0.039  -0.055 
Bottom         3.237   3.209   3.222   3.305   3.327   3.291   3.369 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.33 %)
             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    6.97   14.60   22.23   29.87   37.50
 
Prestress
Precast-top    0.017  -0.016   0.002  -0.191  -0.475  -0.752  -0.889  -0.889
Bottom         0.667   2.929   2.464   3.074   3.305   3.527   3.635   3.635
 
Self wt.
Precast-top   -0.000   0.126   0.100   0.352   0.651   0.861   0.985   1.028
Bottom        -0.000  -0.110  -0.088  -0.305  -0.559  -0.733  -0.836  -0.872
 
DL-Prec (DC)
Precast-top   -0.000   0.023   0.019   0.065   0.121   0.160   0.183   0.191
Bottom        -0.000  -0.020  -0.016  -0.057  -0.104  -0.136  -0.155  -0.162
 
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   0.004   0.008   0.012   0.017   0.021
Bottom        -0.000  -0.001  -0.001  -0.003  -0.007  -0.011  -0.014  -0.018
 
Deck + Haunch
Precast-top   -0.000   0.175   0.140   0.489   0.905   1.195   1.368   1.427
Bottom        -0.000  -0.153  -0.122  -0.423  -0.777  -1.018  -1.161  -1.211
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.010   0.036   0.066   0.088   0.100   0.105
Precast-top   -0.000   0.007   0.005   0.019   0.035   0.047   0.053   0.056
Bottom        -0.000  -0.029  -0.024  -0.082  -0.151  -0.199  -0.228  -0.238
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.006   0.020   0.037   0.048   0.055   0.058
Precast-top   -0.000   0.004   0.003   0.010   0.019   0.026   0.029   0.031
Bottom        -0.000  -0.016  -0.013  -0.045  -0.083  -0.110  -0.126  -0.131
 
LL+I(+)
Topping-top   -0.000   0.073   0.058   0.201   0.366   0.476   0.540   0.555
Precast-top   -0.000   0.038   0.030   0.106   0.194   0.253   0.287   0.295
Bottom        -0.000  -0.166  -0.134  -0.459  -0.835  -1.081  -1.225  -1.260
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.092   0.074   0.256   0.469   0.612   0.696   0.718 
Precast-top    0.017   0.359   0.301   0.855   1.459   1.801   2.034   2.160 
Bottom         0.667   2.433   2.067   1.700   0.788   0.239  -0.110  -0.256 
 

 
 
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    6.97   14.60   22.23   29.87   37.50
F_LL+I(+)
Topping-top   -0.000   0.065   0.052   0.176   0.311   0.402   0.444   0.429
Precast-top   -0.000   0.034   0.027   0.093   0.165   0.213   0.236   0.228
Bottom        -0.000  -0.148  -0.119  -0.403  -0.710  -0.913  -1.007  -0.974
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.075   0.060   0.204   0.363   0.470   0.522   0.511 
Precast-top    0.008   0.194   0.162   0.467   0.797   0.987   1.110   1.161 
Bottom         0.334   1.152   0.981   0.677   0.102  -0.252  -0.449  -0.472 
 

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
    331.3    6.5   40.6    0.691   4.0   6.00e-3 50.0    345.7     2.045    2.816      0.00
      0.0    0.6   40.3     42.0 0.214      18.4 0.87    12.00     0.105    1.167 
Transfer:   3.00
    314.9    6.5   40.6    3.110  17.9   0.07e-3 29.3    238.5     0.681    1.760      0.00
    550.1    2.8   39.2    189.0 0.200      93.6 4.55    12.00     0.105    1.235 
Critical:   3.93
    308.3    6.5   40.6    3.290  17.9  -0.01e-3 29.0    225.3     0.637    1.320      0.00
    740.8    2.9   39.2    189.0 0.196      99.3 4.84    12.00     0.105    1.260 
0.1L    :   7.63
    282.5    6.5   39.2    4.347  17.9  -0.02e-3 28.9    200.4     0.592    0.827      0.00
   1511.2    3.5   37.4    189.0 0.187      95.6 4.87    12.00     0.105    1.254 
0.2L    :  15.27
    232.5    6.5   38.1    6.076  17.9  -0.01e-3 29.0    149.2     0.458    0.620      0.00
   2714.2    4.2   36.1    189.0 0.158      91.2 4.83    12.00     0.105    1.204 
0.3L    :  22.90
    183.7    6.5   39.7    6.076  17.9   0.81e-3 31.8    127.5     0.421    0.620      0.00
   3524.3    4.2   37.6    189.0 0.117      58.8 2.98    24.00     0.105    1.296 
0.4L    :  30.53
    136.0    6.5   40.5    6.076   0.0   1.25e-3 33.4    101.1     0.347    0.496      0.00
   3934.5    4.2   38.4    189.0 0.093      49.9 2.48    24.00     0.105    1.289 
0.5L    :  38.17
     89.2    6.5   40.5    6.076   0.0   1.02e-3 32.6     44.4     0.148    0.413      0.00
   3959.2    4.2   38.4    189.0 0.061      54.7 2.72    24.00     0.105    1.806 
0.6L    :  45.80
    136.0    6.5   40.5    6.076   0.0   1.25e-3 33.4    101.1     0.347    0.496      0.00
   3934.5    4.2   38.4    189.0 0.093      49.9 2.48    24.00     0.105    1.289 
0.7L    :  53.43
    183.7    6.5   39.7    6.076  17.9   0.81e-3 31.8    127.5     0.421    0.620      0.00
   3524.3    4.2   37.6    189.0 0.117      58.8 2.98    24.00     0.105    1.296 
0.8L    :  61.07
    232.5    6.5   38.1    6.076  17.9  -0.01e-3 29.0    149.2     0.458    0.620      0.00
   2714.2    4.2   36.1    189.0 0.158      91.2 4.83    12.00     0.105    1.204 
0.9L    :  68.70
    282.5    6.5   39.2    4.347  17.9  -0.02e-3 28.9    200.4     0.592    0.827      0.00
   1511.2    3.5   37.4    189.0 0.187      95.6 4.87    12.00     0.105    1.254 
Critical:  72.40
    308.3    6.5   40.6    3.290  17.9  -0.01e-3 29.0    225.3     0.637    1.320      0.00
    740.8    2.9   39.2    189.0 0.196      99.3 4.84    12.00     0.105    1.260 
Transfer:  73.33
    314.9    6.5   40.6    3.110  17.9   0.07e-3 29.3    238.5     0.681    1.760      0.00
    550.1    2.8   39.2    189.0 0.200      93.6 4.55    12.00     0.105    1.235 
Bearing :  75.67
    331.3    6.5   40.6    0.691   4.0   6.00e-3 50.0    345.7     2.045    2.816      0.00
      0.0    0.6   40.3     42.0 0.214      18.4 0.87    12.00     0.105    1.167 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1191.02
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    2.38
 
 
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
    331.3      9.13     40.61    0.63       40.30    24.00      0.300      2.295      0.147      0.000*
Transfer:      2.33
    314.9      8.92     40.61    2.76       39.23    24.00      0.300      2.223      0.104      1.760 
Critical:      3.26
    308.4      8.75     40.61    2.91       39.16    24.00      0.300      2.168      0.071      1.320 
0.1L    :      6.97
    282.5      8.38     39.20    3.51       37.45    24.00      0.300      2.044      0.000      0.827 
0.2L    :     14.60
    232.5      7.17     38.15    4.19       36.05    24.00      0.300      1.639      0.000      0.620 
0.3L    :     22.23
    183.7      5.42     39.74    4.20       37.64    24.00      0.300      1.058      0.000      0.620 
0.4L    :     29.87
    136.0      3.93     40.54    4.20       38.44    24.00      0.300      0.560      0.000      0.496 
0.5L    :     37.50
     89.2      2.58     40.54    4.20       38.44    24.00      0.300      0.110      0.000      0.413 
0.6L    :     45.13
    136.0      3.93     40.54    4.20       38.44    24.00      0.300      0.560      0.000      0.496 
0.7L    :     52.77
    183.7      5.42     39.74    4.20       37.64    24.00      0.300      1.058      0.000      0.620 
0.8L    :     60.40
    232.5      7.17     38.15    4.19       36.05    24.00      0.300      1.639      0.000      0.620 
0.9L    :     68.03
    282.5      8.38     39.20    3.51       37.45    24.00      0.300      2.044      0.000      0.827 
Critical:     71.74
    308.4      8.75     40.61    2.91       39.16    24.00      0.300      2.168      0.071      1.320 
Transfer:     72.67
    314.9      8.92     40.61    2.76       39.23    24.00      0.300      2.223      0.104      1.760 
Bearing :     75.00
    331.3      9.13     40.61    0.63       40.30    24.00      0.300      2.295      0.147      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.97 ft
Prestress      :       1.044  1.80      1.879  2.20      2.296
Self Wt.       :      -0.325  1.85     -0.601  2.40     -0.779
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          :       0.719            1.278            1.517
 
At 0.2 x L = 14.60 ft
Prestress      :       1.880  1.80      3.384  2.20      4.136
Self Wt.       :      -0.609  1.85     -1.126  2.40     -1.461
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          :       1.271            2.258            2.675
 
At 0.3 x L = 22.23 ft
Prestress      :       2.478  1.80      4.460  2.20      5.451
Self Wt.       :      -0.824  1.85     -1.525  2.40     -1.979
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          :       1.653            2.934            3.472
 
At 0.4 x L = 29.87 ft
Prestress      :       2.840  1.80      5.112  2.20      6.248
Self Wt.       :      -0.960  1.85     -1.776  2.40     -2.304
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          :       1.880            3.336            3.944
 
At 0.5 x L = 37.50 ft
Prestress      :       2.968  1.80      5.343  2.20      6.531
Self Wt.       :      -1.008  1.85     -1.865  2.40     -2.419
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          :       1.960            3.478            4.111
 
At 0.6 x L = 45.13 ft
Prestress      :       2.840  1.80      5.112  2.20      6.248
Self Wt.       :      -0.960  1.85     -1.776  2.40     -2.304
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          :       1.880            3.336            3.944
 
At 0.7 x L = 52.77 ft
Prestress      :       2.478  1.80      4.460  2.20      5.451
Self Wt.       :      -0.824  1.85     -1.525  2.40     -1.979
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          :       1.653            2.934            3.472
 
At 0.8 x L = 60.40 ft
Prestress      :       1.880  1.80      3.384  2.20      4.136
Self Wt.       :      -0.609  1.85     -1.126  2.40     -1.461
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          :       1.271            2.258            2.675
 
At 0.9 x L = 68.03 ft
Prestress      :       1.044  1.80      1.879  2.20      2.296
Self Wt.       :      -0.325  1.85     -0.601  2.40     -0.779
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          :       0.719            1.278            1.517
 

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
   542.8    35.6  3.958  263.1    3.2   2.76   2968.9  0.036T 1.00       -       -     -     -  
H/2     :   1.84
   432.0    35.5  3.312  264.2    2.7   2.32   2503.2  0.043T 1.00       -       -     -     -  
0.1L    :   6.97
  1511.2    36.6  5.072  261.5    4.1   3.51   3845.4  0.028T 1.00       -       -     -     -  
0.2L    :  14.60
  2788.8    38.1  6.076  260.2    4.9   4.19   4750.5  0.023T 1.00   3488.5  3488.5    1.36    -  
0.3L    :  22.23
  3671.0    39.7  6.076  260.6    4.9   4.20   4967.1  0.023T 1.00   3579.9  3579.9    1.39    -  
0.4L    :  29.87
  4196.8    40.5  6.076  260.8    4.9   4.20   5075.4  0.023T 1.00   3610.3  3610.3    1.41    -  
0.5L    :  37.50
  4344.8    40.5  6.076  260.8    4.9   4.20   5075.4  0.023T 1.00   3577.0  3577.0    1.42    -  
0.6L    :  45.13
  4196.8    40.5  6.076  260.8    4.9   4.20   5075.4  0.023T 1.00   3610.3  3610.3    1.41    -  
0.7L    :  52.77
  3671.0    39.7  6.076  260.6    4.9   4.20   4967.1  0.023T 1.00   3579.9  3579.9    1.39    -  
0.8L    :  60.40
  2788.8    38.1  6.076  260.2    4.9   4.19   4750.5  0.023T 1.00   3488.5  3488.5    1.36    -  
0.9L    :  68.03
  1511.2    36.6  5.072  261.5    4.1   3.51   3845.4  0.028T 1.00       -       -     -     -  
H/2     :  73.16
   432.0    35.5  3.312  264.2    2.7   2.32   2503.2  0.043T 1.00       -       -     -     -  
Transfer:  72.67
   542.8    35.6  3.958  263.1    3.2   2.76   2968.9  0.036T 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 1-14; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.056
        M   2.00 Fb     0.192
 
  2   2 E  32.00 Ft     0.382
        M   6.00 Fb     0.148
 
  3   2 E  30.00 Ft     0.676
        M   4.00 Fb     0.132
 
  4   2 E  28.00 Ft     0.939
        M   2.00 Fb     0.144
 
  5   2 E   6.00 Ft     0.895
        M   6.00 Fb     0.423
 
  6   2 E   6.00 Ft     0.851
        M   6.00 Fb     0.702
 
  7   2 E   6.00 Ft     0.807
        M   6.00 Fb     0.980
 
  8   2 E   4.00 Ft     0.730
        M   4.00 Fb     1.287
 
  9   2 E   4.00 Ft     0.654
        M   4.00 Fb     1.593
 
 10   2 E   4.00 Ft     0.578
        M   4.00 Fb     1.900
 
 11   2 E   2.00 Ft     0.470
        M   2.00 Fb     2.234
 
 12   2 E   2.00 Ft     0.362
        M   2.00 Fb     2.568
 
 13   2 E   2.00 Ft     0.254
        M   2.00 Fb     2.903
 
 14   2 E   2.00 Ft     0.146
        M   2.00 Fb     3.237
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 76.33            Release Length, ft: 76.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  28
No. of strands, Draped:   6           No. of strands, Straight:  22
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.5 ksi  f'ct   4.0 ksi
Initial losses:  8.22 %               Final losses: 14.29 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       3.369     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.003   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5075.36     4344.79     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.857     Midspan    1.800   0.163     Midspan
    Pre.Top:   3.900   2.234     Midspan    2.925   1.865     Midspan
    Pre.Bot:   3.900   2.392    Transfer    2.925   2.600    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.484   0.017     Bearing
    Pre.Bot:  -0.484  -0.256     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.600   1.161     Midspan
    Pre.Bot:                                                             2.600   1.152    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  37.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.968  1.80      5.343  2.20      6.531
Self Wt.       :      -1.008  1.85     -1.865  2.40     -2.419
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          :       1.960            3.478            4.111
 
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   75.00
     DC  Line       0.087      0.00       0.087   75.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    37.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 76.333 ft
Release length = 76.333 ft
Design  length = 75.000 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)  : 0.736   (Calculated)    
Live Moment (1  lane  loaded)  : 0.520   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.211   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.969   (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           1379.1 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           287440 in4#
Ht. of c.g.           =        17.14 in             29.69 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 = 0.8520

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     6.97    14.60    22.23    29.87    37.50
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    638.5    662.2    657.2    662.2    662.2    662.2    662.2    662.2
  Yb      ,  in    17.06    16.75    16.82    16.71    16.63    16.56    16.52    16.52
  MI(Ixx) , in4   100408   102070   101700   102573   103521   104616   105219   105219
Composite: (At Final, using Ec =  5007.5 ksi )
  Area    , in2   1385.4   1407.6   1402.9   1407.6   1407.6   1407.6   1407.6   1407.6
  Yb      ,  in    29.59    29.26    29.33    29.24    29.21    29.18    29.16    29.16
  MI(Ixx) , in4   290101   299790   297708   300951   302977   305145   306282   306282

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.50 ksi           4.00 ksi
  Elasticity         =    5007.55 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.90 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.93 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           =       2.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.48 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  28 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 26.72 ft from member end )
END PATTERN (Ycg = 9.29 in):
    10 @  2.000 in     6 @  4.000 in     6 @  6.000 in     2 @ 28.000 in
     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.71 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    10 @  2.000 in     6 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    6.08 in2      Initial Pull          =     1191.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.811 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.764 ft
Holddown Force        =  20.630 kips     Beam Shrtng (PL/AE)   =      0.350 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)       
--------------------------------------------------------------------------------------
      2138.385         740 1582.405     12.402 50229.008   653.827     483.183        
 
 
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       3.75       0.1250      0.4377    Yes
      2      US#6[M19]       60.00        0.88       3.75       0.4373      0.7500     No
      2      US#6[M19]       60.00        0.88       6.00       0.7500      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      9.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.6667     25.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      25.6670     30.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      30.6670     45.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      45.6663     50.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      50.6663     66.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00      66.6667     71.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      71.9167     72.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      72.5833     75.5833    Yes
      2      US#6[M19]       60.00        0.88       3.75      75.5833     75.8960     No
      2      US#6[M19]       60.00        0.88       3.75      75.8957     76.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      76.2083     76.3333     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 76.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.0760 in2       Ycg =  3.71 in
         P_init    =     1191.0 kips  Ecc = 13.43 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.11 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.679 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.13 ksi    0.00 ksi
    due to Composite Loads                                 -1.83 ksi    0.00 ksi
    due to Live Loads                                      -6.26 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                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        14.50 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.11 ksi  ( 8.22 %)            11.91 ksi ( 6.08 %)
Total Prestress Losses                                    28.02 ksi (14.29 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    55.8    44.4   155.9   290.1   386.0   443.5   462.7
(Max)       V      24.7    23.1    23.5    20.1    15.1    10.0     5.0     0.0
DL-Prec.  : M       0.0    10.4     8.2    28.9    53.8    71.6    82.3    85.9
DC(Max)     V       4.6     4.3     4.4     3.7     2.8     1.9     0.9     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    77.5    61.6   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    32.6    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.6     0.5     1.7     3.7     5.6     7.5     9.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    25.1    20.0    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.6     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.8    11.0    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.8     5.0     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   177.4   141.2   492.3   902.6  1177.9  1340.5  1378.2
            V     130.6   124.9   126.1   113.6    96.1    78.6    55.4    37.9
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   130.6   124.9   126.1   113.6    96.9    81.0    65.6    50.8
            M       0.0   181.5   144.8   492.3   859.9  1094.0  1190.6  1157.8
Total     : M+      0.0   360.5   286.9  1004.3  1855.6  2446.5  2799.3  2901.6
            V     211.6   200.9   203.1   179.6   145.6   111.7    72.1    38.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   211.6   200.9   203.1   179.6   146.5   114.1    82.3    51.1
            M       0.0   364.7   290.5  1004.3  1813.0  2362.6  2649.4  2681.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   73.16   72.67   75.00
Self wt.  : M     443.5   386.0   290.1   155.9    44.4    55.8     0.0
(Max)       V       5.0    10.0    15.1    20.1    23.5    23.1    24.7
DL-Prec.  : M      82.3    71.6    53.8    28.9     8.2    10.4     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.4     4.3     4.6
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     615.9   536.0   402.9   216.6    61.6    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    32.6    32.1    34.3
Diaphragm : M       7.5     5.6     3.7     1.7     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     199.5   173.6   130.5    70.1    20.0    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.6    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    11.0    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
LL + I    : M+   1340.5  1177.9   902.6   492.3   141.2   177.4     0.0
            V      55.4    78.6    96.1   113.6   126.1   124.9   130.6
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    65.6    81.0    96.9   113.6   126.1   124.9   130.6
            M    1190.6  1094.0   859.9   492.3   144.8   181.5     0.0
Total     : M+   2799.3  2446.5  1855.6  1004.3   286.9   360.5     0.0
            V      72.1   111.7   145.6   179.6   203.1   200.9   211.6
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    82.3   114.1   146.5   179.6   203.1   200.9   211.6
            M    2649.4  2362.6  1813.0  1004.3   290.5   364.7     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.7             24.7
Deck+Haunch            34.3             34.3
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.6              4.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           30.6             30.6
Live                   87.0             87.0
        Truck          63.0             63.0
        Lane           24.0             24.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    55.8    44.4   155.9   290.1   386.0   443.5   462.7
(Max)       V      24.7    23.1    23.5    20.1    15.1    10.0     5.0     0.0
DL-Prec.  : M       0.0    10.4     8.2    28.9    53.8    71.6    82.3    85.9
DC(Max)     V       4.6     4.3     4.4     3.7     2.8     1.9     0.9     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    77.5    61.6   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    32.6    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.6     0.5     1.7     3.7     5.6     7.5     9.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    25.1    20.0    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.6     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.8    11.0    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.8     5.0     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   141.9   113.0   393.8   722.1   942.3  1072.4  1102.6
            V     104.5    99.9   100.9    90.9    76.9    62.9    44.3    30.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   104.5    99.9   100.9    90.9    77.5    64.8    52.5    40.6
            M       0.0   145.2   115.9   393.8   688.0   875.2   952.5   926.3
Total     : M+      0.0   325.1   258.7   905.9  1675.1  2210.9  2531.2  2625.9
            V     185.5   175.9   177.9   156.9   126.4    96.0    61.0    30.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   185.5   175.9   177.9   156.9   127.1    97.9    69.2    40.9
            M       0.0   328.4   261.6   905.9  1641.0  2143.8  2411.2  2449.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   73.16   72.67   75.00
Self wt.  : M     443.5   386.0   290.1   155.9    44.4    55.8     0.0
(Max)       V       5.0    10.0    15.1    20.1    23.5    23.1    24.7
DL-Prec.  : M      82.3    71.6    53.8    28.9     8.2    10.4     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.4     4.3     4.6
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     615.9   536.0   402.9   216.6    61.6    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    32.6    32.1    34.3
Diaphragm : M       7.5     5.6     3.7     1.7     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     199.5   173.6   130.5    70.1    20.0    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.6    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    11.0    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
LL + I    : M+   1072.4   942.3   722.1   393.8   113.0   141.9     0.0
            V      44.3    62.9    76.9    90.9   100.9    99.9   104.5
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    52.5    64.8    77.5    90.9   100.9    99.9   104.5
            M     952.5   875.2   688.0   393.8   115.9   145.2     0.0
Total     : M+   2531.2  2210.9  1675.1   905.9   258.7   325.1     0.0
            V      61.0    96.0   126.4   156.9   177.9   175.9   185.5
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    69.2    97.9   127.1   156.9   177.9   175.9   185.5
            M    2411.2  2143.8  1641.0   905.9   261.6   328.4     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    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    69.7    55.5   194.9   362.7   482.5   554.4   578.3
(Max)       V      30.8    28.9    29.3    25.1    18.8    12.6     6.3     0.0
Self wt.  : M       0.0    50.2    39.9   140.3   261.1   347.4   399.2   416.4
(Min)       V      22.2    20.8    21.1    18.1    13.6     9.0     4.5     0.0
DL-Prec.  : M       0.0    12.9    10.3    36.2    67.3    89.5   102.9   107.3
DC(Max)     V       5.7     5.4     5.4     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     9.3     7.4    26.0    48.5    64.5    74.1    77.3
DC(Min)     V       4.1     3.9     3.9     3.4     2.5     1.7     0.8     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    96.8    77.0   270.7   503.6   670.0   769.9   803.1
Haunch (Max)V      42.8    40.2    40.7    34.9    26.2    17.4     8.7     0.0
Deck +    : M       0.0    69.7    55.5   194.9   362.6   482.4   554.3   578.3
Haunch (Min)V      30.8    28.9    29.3    25.1    18.8    12.6     6.3     0.0
Diaphragm : M       0.0     0.7     0.6     2.2     4.6     6.9     9.3    11.7
(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     1.6     3.3     5.0     6.7     8.4
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    31.4    25.0    87.7   163.1   217.0   249.4   260.2
DC(Max)     V      13.9    13.0    13.2    11.3     8.5     5.6     2.8     0.0
DL-Comp   : M       0.0    22.6    18.0    63.1   117.5   156.3   179.6   187.3
DC(Min)     V      10.0     9.4     9.5     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    20.8    16.5    58.1   108.0   143.7   165.1   172.3
DW(Max)     V       9.2     8.6     8.7     7.5     5.6     3.7     1.9     0.0
DL-Comp   : M       0.0     9.0     7.2    25.2    46.8    62.3    71.5    74.6
DW(Min)     V       4.0     3.7     3.8     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   310.5   247.1   861.5  1579.5  2061.2  2345.9  2411.8
            V     228.5   218.5   220.6   198.8   168.1   137.5    96.9    66.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   228.5   218.5   220.6   198.8   169.6   141.7   114.8    88.9
            M       0.0   317.7   253.5   861.5  1504.9  1914.5  2083.6  2026.2
Total     : M+      0.0   542.8   432.0  1511.2  2788.8  3671.0  4196.8  4344.8
            V     331.3   314.9   318.4   282.5   231.0   179.5   118.1    66.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   331.3   314.9   318.4   282.5   232.5   183.7   136.0    89.2
            M       0.0   550.1   438.3  1511.2  2714.2  3524.3  3934.5  3959.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   73.16   72.67   75.00
Self wt.  : M     554.4   482.5   362.7   194.9    55.5    69.7     0.0
(Max)       V       6.3    12.6    18.8    25.1    29.3    28.9    30.8
Self wt.  : M     399.2   347.4   261.1   140.3    39.9    50.2     0.0
(Min)       V       4.5     9.0    13.6    18.1    21.1    20.8    22.2
DL-Prec.  : M     102.9    89.5    67.3    36.2    10.3    12.9     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.4     5.4     5.7
DL-Prec.  : M      74.1    64.5    48.5    26.0     7.4     9.3     0.0
DC(Min)     V       0.8     1.7     2.5     3.4     3.9     3.9     4.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     769.9   670.0   503.6   270.7    77.0    96.8     0.0
Haunch (Max)V       8.7    17.4    26.2    34.9    40.7    40.2    42.8
Deck +    : M     554.3   482.4   362.6   194.9    55.5    69.7     0.0
Haunch (Min)V       6.3    12.6    18.8    25.1    29.3    28.9    30.8
Diaphragm : M       9.3     6.9     4.6     2.2     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       6.7     5.0     3.3     1.6     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     249.4   217.0   163.1    87.7    25.0    31.4     0.0
DC(Max)     V       2.8     5.6     8.5    11.3    13.2    13.0    13.9
DL-Comp   : M     179.6   156.3   117.5    63.1    18.0    22.6     0.0
DC(Min)     V       2.0     4.1     6.1     8.1     9.5     9.4    10.0
DL-Comp   : M     165.1   143.7   108.0    58.1    16.5    20.8     0.0
DW(Max)     V       1.9     3.7     5.6     7.5     8.7     8.6     9.2
DL-Comp   : M      71.5    62.3    46.8    25.2     7.2     9.0     0.0
DW(Min)     V       0.8     1.6     2.4     3.2     3.8     3.7     4.0
LL + I    : M+   2345.9  2061.2  1579.5   861.5   247.1   310.5     0.0
            V      96.9   137.5   168.1   198.8   220.6   218.5   228.5
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   114.8   141.7   169.6   198.8   220.6   218.5   228.5
            M    2083.6  1914.5  1504.9   861.5   253.5   317.7     0.0
Total     : M+   4196.8  3671.0  2788.8  1511.2   432.0   542.8     0.0
            V     118.1   179.5   231.0   282.5   318.4   314.9   331.3
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   183.7   232.5   282.5   318.4   314.9   331.3
            M    3934.5  3524.3  2714.2  1511.2   438.3   550.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               30.8             30.8
Deck+Haunch            42.8             42.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.7              5.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           69.4             69.4
DL-Comp.(DW)           45.9             45.9
Live                  152.3            152.3
        Truck         110.3            110.3
        Lane           42.0             42.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    55.8    44.4   155.9   290.1   386.0   443.5   462.7
(Max)       V      24.7    23.1    23.5    20.1    15.1    10.0     5.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    10.4     8.2    28.9    53.8    71.6    82.3    85.9
DC(Max)     V       4.6     4.3     4.4     3.7     2.8     1.9     0.9     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    77.5    61.6   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    32.6    27.9    20.9    14.0     7.0     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     1.7     3.7     5.6     7.5     9.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
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    25.1    20.0    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.6     9.0     6.8     4.5     2.3     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    13.8    11.0    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.8     5.0     3.7     2.5     1.2     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   126.3   100.7   345.2   613.3   795.3   881.5   852.6
            V     106.3   101.6   102.5    92.2    78.2    60.6    46.6    32.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   106.3   101.6   102.5    92.2    78.2    64.1    50.1    37.4
            M       0.0   126.3   100.7   345.2   613.3   766.3   804.2   754.1
Total     : M+      0.0   309.4   246.4   857.2  1566.4  2064.0  2340.3  2376.0
            V     187.2   177.5   179.6   158.2   127.7    93.7    63.3    32.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   187.2   177.5   179.6   158.2   127.7    97.3    66.8    37.7
            M       0.0   309.4   246.4   857.2  1566.4  2035.0  2262.9  2277.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   73.16   72.67   75.00
Self wt.  : M     443.5   386.0   290.1   155.9    44.4    55.8     0.0
(Max)       V       5.0    10.0    15.1    20.1    23.5    23.1    24.7
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      82.3    71.6    53.8    28.9     8.2    10.4     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.4     4.3     4.6
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     615.9   536.0   402.9   216.6    61.6    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    32.6    32.1    34.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       7.5     5.6     3.7     1.7     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     199.5   173.6   130.5    70.1    20.0    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.6    10.4    11.1
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     110.1    95.8    72.0    38.7    11.0    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
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+    881.5   795.3   613.3   345.2   100.7   126.3     0.0
            V      46.6    60.6    78.2    92.2   102.5   101.6   106.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    50.1    64.1    78.2    92.2   102.5   101.6   106.3
            M     804.2   766.3   613.3   345.2   100.7   126.3     0.0
Total     : M+   2340.3  2064.0  1566.4   857.2   246.4   309.4     0.0
            V      63.3    93.7   127.7   158.2   179.6   177.5   187.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    66.8    97.3   127.7   158.2   179.6   177.5   187.2
            M    2262.9  2035.0  1566.4   857.2   246.4   309.4     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.63   15.27   22.90   30.53   38.17   26.72
 
Beam-Self
Precast-top    0.164   0.389   0.689   0.898   1.022   1.065   0.970 
Bottom        -0.143  -0.337  -0.591  -0.765  -0.867  -0.903  -0.825 
 
Prestress
Precast-top   -0.018  -0.220  -0.548  -0.868  -1.025  -1.025  -1.025 
Bottom         3.380   3.547   3.814   4.070   4.194   4.194   4.194 
 
Total
Precast-top    0.145   0.169   0.141   0.030  -0.003   0.039  -0.055 
Bottom         3.237   3.209   3.222   3.305   3.327   3.291   3.369 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.33 %)
             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    6.97   14.60   22.23   29.87   37.50
 
Prestress
Precast-top    0.017  -0.016   0.002  -0.191  -0.475  -0.752  -0.889  -0.889
Bottom         0.667   2.929   2.464   3.074   3.305   3.527   3.635   3.635
 
Self wt.
Precast-top   -0.000   0.126   0.100   0.352   0.651   0.861   0.985   1.028
Bottom        -0.000  -0.110  -0.088  -0.305  -0.559  -0.733  -0.836  -0.872
 
DL-Prec (DC)
Precast-top   -0.000   0.023   0.019   0.065   0.121   0.160   0.183   0.191
Bottom        -0.000  -0.020  -0.016  -0.057  -0.104  -0.136  -0.155  -0.162
 
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   0.004   0.008   0.012   0.017   0.021
Bottom        -0.000  -0.001  -0.001  -0.003  -0.007  -0.011  -0.014  -0.018
 
Deck + Haunch
Precast-top   -0.000   0.175   0.140   0.489   0.905   1.195   1.368   1.427
Bottom        -0.000  -0.153  -0.122  -0.423  -0.777  -1.018  -1.161  -1.211
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.010   0.036   0.066   0.088   0.100   0.105
Precast-top   -0.000   0.007   0.005   0.019   0.035   0.047   0.053   0.056
Bottom        -0.000  -0.029  -0.024  -0.082  -0.151  -0.199  -0.228  -0.238
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.006   0.020   0.037   0.048   0.055   0.058
Precast-top   -0.000   0.004   0.003   0.010   0.019   0.026   0.029   0.031
Bottom        -0.000  -0.016  -0.013  -0.045  -0.083  -0.110  -0.126  -0.131
 
LL+I(+)
Topping-top   -0.000   0.091   0.072   0.251   0.458   0.595   0.675   0.694
Precast-top   -0.000   0.048   0.038   0.133   0.243   0.316   0.359   0.369
Bottom        -0.000  -0.208  -0.167  -0.574  -1.044  -1.352  -1.532  -1.575
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.111   0.088   0.306   0.561   0.731   0.831   0.857 
Precast-top    0.017   0.369   0.308   0.881   1.507   1.864   2.106   2.234 
Bottom         0.667   2.392   2.033   1.585   0.580  -0.031  -0.416  -0.571 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.016   0.055   0.103   0.136   0.156   0.163 
Precast-top    0.017   0.321   0.270   0.749   1.265   1.548   1.747   1.865 
Bottom         0.667   2.600   2.200   2.159   1.624   1.320   1.116   1.004 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.63   15.27   22.90   30.53   38.17   26.72
 
Beam-Self
Precast-top    0.164   0.389   0.689   0.898   1.022   1.065   0.970 
Bottom        -0.143  -0.337  -0.591  -0.765  -0.867  -0.903  -0.825 
 
Prestress
Precast-top   -0.018  -0.220  -0.548  -0.868  -1.025  -1.025  -1.025 
Bottom         3.380   3.547   3.814   4.070   4.194   4.194   4.194 
 
Total
Precast-top    0.145   0.169   0.141   0.030  -0.003   0.039  -0.055 
Bottom         3.237   3.209   3.222   3.305   3.327   3.291   3.369 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.33 %)
             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    6.97   14.60   22.23   29.87   37.50
 
Prestress
Precast-top    0.017  -0.016   0.002  -0.191  -0.475  -0.752  -0.889  -0.889
Bottom         0.667   2.929   2.464   3.074   3.305   3.527   3.635   3.635
 
Self wt.
Precast-top   -0.000   0.126   0.100   0.352   0.651   0.861   0.985   1.028
Bottom        -0.000  -0.110  -0.088  -0.305  -0.559  -0.733  -0.836  -0.872
 
DL-Prec (DC)
Precast-top   -0.000   0.023   0.019   0.065   0.121   0.160   0.183   0.191
Bottom        -0.000  -0.020  -0.016  -0.057  -0.104  -0.136  -0.155  -0.162
 
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   0.004   0.008   0.012   0.017   0.021
Bottom        -0.000  -0.001  -0.001  -0.003  -0.007  -0.011  -0.014  -0.018
 
Deck + Haunch
Precast-top   -0.000   0.175   0.140   0.489   0.905   1.195   1.368   1.427
Bottom        -0.000  -0.153  -0.122  -0.423  -0.777  -1.018  -1.161  -1.211
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.010   0.036   0.066   0.088   0.100   0.105
Precast-top   -0.000   0.007   0.005   0.019   0.035   0.047   0.053   0.056
Bottom        -0.000  -0.029  -0.024  -0.082  -0.151  -0.199  -0.228  -0.238
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.006   0.020   0.037   0.048   0.055   0.058
Precast-top   -0.000   0.004   0.003   0.010   0.019   0.026   0.029   0.031
Bottom        -0.000  -0.016  -0.013  -0.045  -0.083  -0.110  -0.126  -0.131
 
LL+I(+)
Topping-top   -0.000   0.073   0.058   0.201   0.366   0.476   0.540   0.555
Precast-top   -0.000   0.038   0.030   0.106   0.194   0.253   0.287   0.295
Bottom        -0.000  -0.166  -0.134  -0.459  -0.835  -1.081  -1.225  -1.260
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.092   0.074   0.256   0.469   0.612   0.696   0.718 
Precast-top    0.017   0.359   0.301   0.855   1.459   1.801   2.034   2.160 
Bottom         0.667   2.433   2.067   1.700   0.788   0.239  -0.110  -0.256 
 

 
 
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    6.97   14.60   22.23   29.87   37.50
F_LL+I(+)
Topping-top   -0.000   0.065   0.052   0.176   0.311   0.402   0.444   0.429
Precast-top   -0.000   0.034   0.027   0.093   0.165   0.213   0.236   0.228
Bottom        -0.000  -0.148  -0.119  -0.403  -0.710  -0.913  -1.007  -0.974
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.075   0.060   0.204   0.363   0.470   0.522   0.511 
Precast-top    0.008   0.194   0.162   0.467   0.797   0.987   1.110   1.161 
Bottom         0.334   1.152   0.981   0.677   0.102  -0.252  -0.449  -0.472 
 

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
    331.3    6.5   40.6    0.691   4.0   6.00e-3 50.0    345.7     2.045    2.816      0.00
      0.0    0.6   40.3     42.0 0.214      18.4 0.87    12.00     0.105    1.167 
Transfer:   3.00
    314.9    6.5   40.6    3.110  17.9   0.07e-3 29.3    238.5     0.681    1.760      0.00
    550.1    2.8   39.2    189.0 0.200      93.6 4.55    12.00     0.105    1.235 
Critical:   3.93
    308.3    6.5   40.6    3.290  17.9  -0.01e-3 29.0    225.3     0.637    1.320      0.00
    740.8    2.9   39.2    189.0 0.196      99.3 4.84    12.00     0.105    1.260 
0.1L    :   7.63
    282.5    6.5   39.2    4.347  17.9  -0.02e-3 28.9    200.4     0.592    0.827      0.00
   1511.2    3.5   37.4    189.0 0.187      95.6 4.87    12.00     0.105    1.254 
0.2L    :  15.27
    232.5    6.5   38.1    6.076  17.9  -0.01e-3 29.0    149.2     0.458    0.620      0.00
   2714.2    4.2   36.1    189.0 0.158      91.2 4.83    12.00     0.105    1.204 
0.3L    :  22.90
    183.7    6.5   39.7    6.076  17.9   0.81e-3 31.8    127.5     0.421    0.620      0.00
   3524.3    4.2   37.6    189.0 0.117      58.8 2.98    24.00     0.105    1.296 
0.4L    :  30.53
    136.0    6.5   40.5    6.076   0.0   1.25e-3 33.4    101.1     0.347    0.496      0.00
   3934.5    4.2   38.4    189.0 0.093      49.9 2.48    24.00     0.105    1.289 
0.5L    :  38.17
     89.2    6.5   40.5    6.076   0.0   1.02e-3 32.6     44.4     0.148    0.413      0.00
   3959.2    4.2   38.4    189.0 0.061      54.7 2.72    24.00     0.105    1.806 
0.6L    :  45.80
    136.0    6.5   40.5    6.076   0.0   1.25e-3 33.4    101.1     0.347    0.496      0.00
   3934.5    4.2   38.4    189.0 0.093      49.9 2.48    24.00     0.105    1.289 
0.7L    :  53.43
    183.7    6.5   39.7    6.076  17.9   0.81e-3 31.8    127.5     0.421    0.620      0.00
   3524.3    4.2   37.6    189.0 0.117      58.8 2.98    24.00     0.105    1.296 
0.8L    :  61.07
    232.5    6.5   38.1    6.076  17.9  -0.01e-3 29.0    149.2     0.458    0.620      0.00
   2714.2    4.2   36.1    189.0 0.158      91.2 4.83    12.00     0.105    1.204 
0.9L    :  68.70
    282.5    6.5   39.2    4.347  17.9  -0.02e-3 28.9    200.4     0.592    0.827      0.00
   1511.2    3.5   37.4    189.0 0.187      95.6 4.87    12.00     0.105    1.254 
Critical:  72.40
    308.3    6.5   40.6    3.290  17.9  -0.01e-3 29.0    225.3     0.637    1.320      0.00
    740.8    2.9   39.2    189.0 0.196      99.3 4.84    12.00     0.105    1.260 
Transfer:  73.33
    314.9    6.5   40.6    3.110  17.9   0.07e-3 29.3    238.5     0.681    1.760      0.00
    550.1    2.8   39.2    189.0 0.200      93.6 4.55    12.00     0.105    1.235 
Bearing :  75.67
    331.3    6.5   40.6    0.691   4.0   6.00e-3 50.0    345.7     2.045    2.816      0.00
      0.0    0.6   40.3     42.0 0.214      18.4 0.87    12.00     0.105    1.167 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1191.02
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    2.38
 
 
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
    331.3      9.13     40.61    0.63       40.30    24.00      0.300      2.295      0.147      0.000*
Transfer:      2.33
    314.9      8.92     40.61    2.76       39.23    24.00      0.300      2.223      0.104      1.760 
Critical:      3.26
    308.4      8.75     40.61    2.91       39.16    24.00      0.300      2.168      0.071      1.320 
0.1L    :      6.97
    282.5      8.38     39.20    3.51       37.45    24.00      0.300      2.044      0.000      0.827 
0.2L    :     14.60
    232.5      7.17     38.15    4.19       36.05    24.00      0.300      1.639      0.000      0.620 
0.3L    :     22.23
    183.7      5.42     39.74    4.20       37.64    24.00      0.300      1.058      0.000      0.620 
0.4L    :     29.87
    136.0      3.93     40.54    4.20       38.44    24.00      0.300      0.560      0.000      0.496 
0.5L    :     37.50
     89.2      2.58     40.54    4.20       38.44    24.00      0.300      0.110      0.000      0.413 
0.6L    :     45.13
    136.0      3.93     40.54    4.20       38.44    24.00      0.300      0.560      0.000      0.496 
0.7L    :     52.77
    183.7      5.42     39.74    4.20       37.64    24.00      0.300      1.058      0.000      0.620 
0.8L    :     60.40
    232.5      7.17     38.15    4.19       36.05    24.00      0.300      1.639      0.000      0.620 
0.9L    :     68.03
    282.5      8.38     39.20    3.51       37.45    24.00      0.300      2.044      0.000      0.827 
Critical:     71.74
    308.4      8.75     40.61    2.91       39.16    24.00      0.300      2.168      0.071      1.320 
Transfer:     72.67
    314.9      8.92     40.61    2.76       39.23    24.00      0.300      2.223      0.104      1.760 
Bearing :     75.00
    331.3      9.13     40.61    0.63       40.30    24.00      0.300      2.295      0.147      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.97 ft
Prestress      :       1.044  1.80      1.879  2.20      2.296
Self Wt.       :      -0.325  1.85     -0.601  2.40     -0.779
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          :       0.719            1.278            1.517
 
At 0.2 x L = 14.60 ft
Prestress      :       1.880  1.80      3.384  2.20      4.136
Self Wt.       :      -0.609  1.85     -1.126  2.40     -1.461
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          :       1.271            2.258            2.675
 
At 0.3 x L = 22.23 ft
Prestress      :       2.478  1.80      4.460  2.20      5.451
Self Wt.       :      -0.824  1.85     -1.525  2.40     -1.979
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          :       1.653            2.934            3.472
 
At 0.4 x L = 29.87 ft
Prestress      :       2.840  1.80      5.112  2.20      6.248
Self Wt.       :      -0.960  1.85     -1.776  2.40     -2.304
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          :       1.880            3.336            3.944
 
At 0.5 x L = 37.50 ft
Prestress      :       2.968  1.80      5.343  2.20      6.531
Self Wt.       :      -1.008  1.85     -1.865  2.40     -2.419
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          :       1.960            3.478            4.111
 
At 0.6 x L = 45.13 ft
Prestress      :       2.840  1.80      5.112  2.20      6.248
Self Wt.       :      -0.960  1.85     -1.776  2.40     -2.304
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          :       1.880            3.336            3.944
 
At 0.7 x L = 52.77 ft
Prestress      :       2.478  1.80      4.460  2.20      5.451
Self Wt.       :      -0.824  1.85     -1.525  2.40     -1.979
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          :       1.653            2.934            3.472
 
At 0.8 x L = 60.40 ft
Prestress      :       1.880  1.80      3.384  2.20      4.136
Self Wt.       :      -0.609  1.85     -1.126  2.40     -1.461
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          :       1.271            2.258            2.675
 
At 0.9 x L = 68.03 ft
Prestress      :       1.044  1.80      1.879  2.20      2.296
Self Wt.       :      -0.325  1.85     -0.601  2.40     -0.779
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          :       0.719            1.278            1.517
 

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
   542.8    35.6  3.958  263.1    3.2   2.76   2968.9  0.036T 1.00       -       -     -     -  
H/2     :   1.84
   432.0    35.5  3.312  264.2    2.7   2.32   2503.2  0.043T 1.00       -       -     -     -  
0.1L    :   6.97
  1511.2    36.6  5.072  261.5    4.1   3.51   3845.4  0.028T 1.00       -       -     -     -  
0.2L    :  14.60
  2788.8    38.1  6.076  260.2    4.9   4.19   4750.5  0.023T 1.00   3488.5  3488.5    1.36    -  
0.3L    :  22.23
  3671.0    39.7  6.076  260.6    4.9   4.20   4967.1  0.023T 1.00   3579.9  3579.9    1.39    -  
0.4L    :  29.87
  4196.8    40.5  6.076  260.8    4.9   4.20   5075.4  0.023T 1.00   3610.3  3610.3    1.41    -  
0.5L    :  37.50
  4344.8    40.5  6.076  260.8    4.9   4.20   5075.4  0.023T 1.00   3577.0  3577.0    1.42    -  
0.6L    :  45.13
  4196.8    40.5  6.076  260.8    4.9   4.20   5075.4  0.023T 1.00   3610.3  3610.3    1.41    -  
0.7L    :  52.77
  3671.0    39.7  6.076  260.6    4.9   4.20   4967.1  0.023T 1.00   3579.9  3579.9    1.39    -  
0.8L    :  60.40
  2788.8    38.1  6.076  260.2    4.9   4.19   4750.5  0.023T 1.00   3488.5  3488.5    1.36    -  
0.9L    :  68.03
  1511.2    36.6  5.072  261.5    4.1   3.51   3845.4  0.028T 1.00       -       -     -     -  
H/2     :  73.16
   432.0    35.5  3.312  264.2    2.7   2.32   2503.2  0.043T 1.00       -       -     -     -  
Transfer:  72.67
   542.8    35.6  3.958  263.1    3.2   2.76   2968.9  0.036T 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 1-14; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.056
        M   2.00 Fb     0.192
 
  2   2 E  32.00 Ft     0.382
        M   6.00 Fb     0.148
 
  3   2 E  30.00 Ft     0.676
        M   4.00 Fb     0.132
 
  4   2 E  28.00 Ft     0.939
        M   2.00 Fb     0.144
 
  5   2 E   6.00 Ft     0.895
        M   6.00 Fb     0.423
 
  6   2 E   6.00 Ft     0.851
        M   6.00 Fb     0.702
 
  7   2 E   6.00 Ft     0.807
        M   6.00 Fb     0.980
 
  8   2 E   4.00 Ft     0.730
        M   4.00 Fb     1.287
 
  9   2 E   4.00 Ft     0.654
        M   4.00 Fb     1.593
 
 10   2 E   4.00 Ft     0.578
        M   4.00 Fb     1.900
 
 11   2 E   2.00 Ft     0.470
        M   2.00 Fb     2.234
 
 12   2 E   2.00 Ft     0.362
        M   2.00 Fb     2.568
 
 13   2 E   2.00 Ft     0.254
        M   2.00 Fb     2.903
 
 14   2 E   2.00 Ft     0.146
        M   2.00 Fb     3.237
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 76.33            Release Length, ft: 76.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  28
No. of strands, Draped:   6           No. of strands, Straight:  22
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.5 ksi  f'ct   4.0 ksi
Initial losses:  8.22 %               Final losses: 14.29 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       3.369     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.003   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5075.36     4344.79     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.857     Midspan    1.800   0.163     Midspan
    Pre.Top:   3.900   2.234     Midspan    2.925   1.865     Midspan
    Pre.Bot:   3.900   2.392    Transfer    2.925   2.600    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.484   0.017     Bearing
    Pre.Bot:  -0.484  -0.256     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.600   1.161     Midspan
    Pre.Bot:                                                             2.600   1.152    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  37.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.968  1.80      5.343  2.20      6.531
Self Wt.       :      -1.008  1.85     -1.865  2.40     -2.419
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          :       1.960            3.478            4.111
 
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   75.00
     DC  Line       0.076      0.00       0.076   75.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    37.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 76.333 ft
Release length = 76.333 ft
Design  length = 75.000 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)  : 0.720   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.962   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.060   (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           1289.9 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           276112 in4#
Ht. of c.g.           =        17.14 in             28.95 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 = 0.8520

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     6.97    14.60    22.23    29.87    37.50
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    638.5    662.2    657.2    662.2    662.2    662.2    662.2    662.2
  Yb      ,  in    17.06    16.75    16.82    16.71    16.63    16.56    16.52    16.52
  MI(Ixx) , in4   100408   102070   101700   102573   103521   104616   105219   105219
Composite: (At Final, using Ec =  5007.5 ksi )
  Area    , in2   1296.3   1318.4   1313.8   1318.4   1318.4   1318.4   1318.4   1318.4
  Yb      ,  in    28.85    28.51    28.58    28.49    28.46    28.42    28.40    28.40
  MI(Ixx) , in4   278584   287593   285657   288713   290671   292770   293873   293873

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.50 ksi           4.00 ksi
  Elasticity         =    5007.55 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.90 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.93 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           =       2.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.48 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  28 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 26.72 ft from member end )
END PATTERN (Ycg = 9.29 in):
    10 @  2.000 in     6 @  4.000 in     6 @  6.000 in     2 @ 28.000 in
     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.71 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    10 @  2.000 in     6 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    6.08 in2      Initial Pull          =     1191.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.714 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.643 ft
Holddown Force        =  20.630 kips     Beam Shrtng (PL/AE)   =      0.350 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)       
--------------------------------------------------------------------------------------
      2138.385         740 1582.405     12.402 50229.008   653.827     483.183        
 
 
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       3.75       0.1250      0.4377    Yes
      2      US#6[M19]       60.00        0.88       3.75       0.4373      0.7500     No
      2      US#6[M19]       60.00        0.88       6.00       0.7500      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      9.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.6667     25.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      25.6670     30.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      30.6670     45.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      45.6663     50.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      50.6663     66.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00      66.6667     71.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      71.9167     72.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      72.5833     75.5833    Yes
      2      US#6[M19]       60.00        0.88       3.75      75.5833     75.8960     No
      2      US#6[M19]       60.00        0.88       3.75      75.8957     76.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      76.2083     76.3333     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 76.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.0760 in2       Ycg =  3.71 in
         P_init    =     1191.0 kips  Ecc = 13.43 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.11 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.679 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.40 ksi    0.00 ksi
    due to Composite Loads                                 -1.85 ksi    0.00 ksi
    due to Live Loads                                      -6.88 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                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        14.50 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.11 ksi  ( 8.22 %)            12.01 ksi ( 6.12 %)
Total Prestress Losses                                    28.11 ksi (14.34 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.9 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    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    55.8    44.4   155.9   290.1   386.0   443.5   462.7
(Max)       V      24.7    23.1    23.5    20.1    15.1    10.0     5.0     0.0
DL-Prec.  : M       0.0     9.5     7.5    26.4    49.2    65.4    75.2    78.4
DC(Max)     V       4.2     3.9     4.0     3.4     2.6     1.7     0.9     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    68.2    54.3   190.7   354.9   472.1   542.4   565.9
Haunch (Max)V      30.2    28.3    28.7    24.6    18.4    12.3     6.1     0.0
Diaphragm : M       0.0     0.3     0.2     0.9     1.8     2.8     3.7     4.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.1    20.0    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.6     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.8    11.0    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.8     5.0     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   192.9   153.6   535.3   981.4  1280.7  1457.6  1498.6
            V     114.3   109.3   110.4    99.5    84.1    68.8    48.5    33.2
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   114.3   109.3   110.4    99.5    84.9    70.9    57.4    44.5
            M       0.0   197.4   157.5   535.3   935.0  1189.6  1294.6  1259.0
Total     : M+      0.0   365.6   290.9  1018.1  1879.9  2476.5  2832.0  2933.2
            V     190.7   181.0   183.0   161.7   130.8   100.0    64.1    33.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   190.7   181.0   183.0   161.7   131.6   102.1    73.1    44.6
            M       0.0   370.1   294.9  1018.1  1833.6  2385.3  2669.0  2693.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   73.16   72.67   75.00
Self wt.  : M     443.5   386.0   290.1   155.9    44.4    55.8     0.0
(Max)       V       5.0    10.0    15.1    20.1    23.5    23.1    24.7
DL-Prec.  : M      75.2    65.4    49.2    26.4     7.5     9.5     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     4.0     3.9     4.2
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
Deck +    : M     542.4   472.1   354.9   190.7    54.3    68.2     0.0
Haunch (Max)V       6.1    12.3    18.4    24.6    28.7    28.3    30.2
Diaphragm : M       3.7     2.8     1.8     0.9     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     199.5   173.6   130.5    70.1    20.0    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.6    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    11.0    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
LL + I    : M+   1457.6  1280.7   981.4   535.3   153.6   192.9     0.0
            V      48.5    68.8    84.1    99.5   110.4   109.3   114.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.4    70.9    84.9    99.5   110.4   109.3   114.3
            M    1294.6  1189.6   935.0   535.3   157.5   197.4     0.0
Total     : M+   2832.0  2476.5  1879.9  1018.1   290.9   365.6     0.0
            V      64.1   100.0   130.8   161.7   183.0   181.0   190.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    73.1   102.1   131.6   161.7   183.0   181.0   190.7
            M    2669.0  2385.3  1833.6  1018.1   294.9   370.1     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.7             24.7
Deck+Haunch            30.2             30.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.2              4.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           30.6             30.6
Live                   87.0             87.0
        Truck          63.0             63.0
        Lane           24.0             24.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    55.8    44.4   155.9   290.1   386.0   443.5   462.7
(Max)       V      24.7    23.1    23.5    20.1    15.1    10.0     5.0     0.0
DL-Prec.  : M       0.0     9.5     7.5    26.4    49.2    65.4    75.2    78.4
DC(Max)     V       4.2     3.9     4.0     3.4     2.6     1.7     0.9     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    68.2    54.3   190.7   354.9   472.1   542.4   565.9
Haunch (Max)V      30.2    28.3    28.7    24.6    18.4    12.3     6.1     0.0
Diaphragm : M       0.0     0.3     0.2     0.9     1.8     2.8     3.7     4.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.1    20.0    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.6     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.8    11.0    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.8     5.0     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   154.3   122.8   428.2   785.1  1024.6  1166.1  1198.8
            V      91.5    87.5    88.3    79.6    67.3    55.0    38.8    26.5
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    91.5    87.5    88.3    79.6    67.9    56.7    46.0    35.6
            M       0.0   157.9   126.0   428.2   748.0   951.6  1035.7  1007.2
Total     : M+      0.0   327.0   260.2   911.1  1683.7  2220.3  2540.5  2633.5
            V     167.9   159.1   161.0   141.8   114.0    86.2    54.4    26.7
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   167.9   159.1   161.0   141.8   114.6    87.9    61.6    35.7
            M       0.0   330.6   263.4   911.1  1646.6  2147.4  2410.1  2441.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   73.16   72.67   75.00
Self wt.  : M     443.5   386.0   290.1   155.9    44.4    55.8     0.0
(Max)       V       5.0    10.0    15.1    20.1    23.5    23.1    24.7
DL-Prec.  : M      75.2    65.4    49.2    26.4     7.5     9.5     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     4.0     3.9     4.2
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
Deck +    : M     542.4   472.1   354.9   190.7    54.3    68.2     0.0
Haunch (Max)V       6.1    12.3    18.4    24.6    28.7    28.3    30.2
Diaphragm : M       3.7     2.8     1.8     0.9     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     199.5   173.6   130.5    70.1    20.0    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.6    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    11.0    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
LL + I    : M+   1166.1  1024.6   785.1   428.2   122.8   154.3     0.0
            V      38.8    55.0    67.3    79.6    88.3    87.5    91.5
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    46.0    56.7    67.9    79.6    88.3    87.5    91.5
            M    1035.7   951.6   748.0   428.2   126.0   157.9     0.0
Total     : M+   2540.5  2220.3  1683.7   911.1   260.2   327.0     0.0
            V      54.4    86.2   114.0   141.8   161.0   159.1   167.9
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    61.6    87.9   114.6   141.8   161.0   159.1   167.9
            M    2410.1  2147.4  1646.6   911.1   263.4   330.6     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    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    69.7    55.5   194.9   362.7   482.5   554.4   578.3
(Max)       V      30.8    28.9    29.3    25.1    18.8    12.6     6.3     0.0
Self wt.  : M       0.0    50.2    39.9   140.3   261.1   347.4   399.2   416.4
(Min)       V      22.2    20.8    21.1    18.1    13.6     9.0     4.5     0.0
DL-Prec.  : M       0.0    11.8     9.4    33.1    61.5    81.8    94.0    98.1
DC(Max)     V       5.2     4.9     5.0     4.3     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     8.5     6.8    23.8    44.3    58.9    67.7    70.6
DC(Min)     V       3.8     3.5     3.6     3.1     2.3     1.5     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    85.3    67.8   238.4   443.6   590.1   678.0   707.4
Haunch (Max)V      37.7    35.4    35.9    30.7    23.0    15.4     7.7     0.0
Deck +    : M       0.0    61.4    48.8   171.7   319.4   424.9   488.2   509.3
Haunch (Min)V      27.2    25.5    25.8    22.1    16.6    11.1     5.5     0.0
Diaphragm : M       0.0     0.4     0.3     1.1     2.3     3.5     4.7     5.9
(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     0.8     1.6     2.5     3.4     4.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    31.4    25.0    87.7   163.1   217.0   249.4   260.2
DC(Max)     V      13.9    13.0    13.2    11.3     8.5     5.6     2.8     0.0
DL-Comp   : M       0.0    22.6    18.0    63.1   117.5   156.3   179.6   187.3
DC(Min)     V      10.0     9.4     9.5     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    20.8    16.5    58.1   108.0   143.7   165.1   172.3
DW(Max)     V       9.2     8.6     8.7     7.5     5.6     3.7     1.9     0.0
DL-Comp   : M       0.0     9.0     7.2    25.2    46.8    62.3    71.5    74.6
DW(Min)     V       4.0     3.7     3.8     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   337.6   268.7   936.7  1717.4  2241.3  2550.8  2622.5
            V     200.1   191.4   193.2   174.0   147.2   120.4    84.9    58.0
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   200.1   191.4   193.2   174.0   148.5   124.1   100.5    77.9
            M       0.0   345.4   275.6   936.7  1636.3  2081.7  2265.5  2203.2
Total     : M+      0.0   556.9   443.2  1550.0  2858.6  3759.9  4296.3  4444.5
            V     297.1   282.3   285.4   253.1   206.5   160.0   104.7    58.2
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   297.1   282.3   285.4   253.1   207.8   163.7   120.4    78.0
            M       0.0   564.8   450.1  1550.0  2777.5  3600.3  4011.1  4025.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   73.16   72.67   75.00
Self wt.  : M     554.4   482.5   362.7   194.9    55.5    69.7     0.0
(Max)       V       6.3    12.6    18.8    25.1    29.3    28.9    30.8
Self wt.  : M     399.2   347.4   261.1   140.3    39.9    50.2     0.0
(Min)       V       4.5     9.0    13.6    18.1    21.1    20.8    22.2
DL-Prec.  : M      94.0    81.8    61.5    33.1     9.4    11.8     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     5.0     4.9     5.2
DL-Prec.  : M      67.7    58.9    44.3    23.8     6.8     8.5     0.0
DC(Min)     V       0.8     1.5     2.3     3.1     3.6     3.5     3.8
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     678.0   590.1   443.6   238.4    67.8    85.3     0.0
Haunch (Max)V       7.7    15.4    23.0    30.7    35.9    35.4    37.7
Deck +    : M     488.2   424.9   319.4   171.7    48.8    61.4     0.0
Haunch (Min)V       5.5    11.1    16.6    22.1    25.8    25.5    27.2
Diaphragm : M       4.7     3.5     2.3     1.1     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.4     2.5     1.6     0.8     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     249.4   217.0   163.1    87.7    25.0    31.4     0.0
DC(Max)     V       2.8     5.6     8.5    11.3    13.2    13.0    13.9
DL-Comp   : M     179.6   156.3   117.5    63.1    18.0    22.6     0.0
DC(Min)     V       2.0     4.1     6.1     8.1     9.5     9.4    10.0
DL-Comp   : M     165.1   143.7   108.0    58.1    16.5    20.8     0.0
DW(Max)     V       1.9     3.7     5.6     7.5     8.7     8.6     9.2
DL-Comp   : M      71.5    62.3    46.8    25.2     7.2     9.0     0.0
DW(Min)     V       0.8     1.6     2.4     3.2     3.8     3.7     4.0
LL + I    : M+   2550.8  2241.3  1717.4   936.7   268.7   337.6     0.0
            V      84.9   120.4   147.2   174.0   193.2   191.4   200.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   100.5   124.1   148.5   174.0   193.2   191.4   200.1
            M    2265.5  2081.7  1636.3   936.7   275.6   345.4     0.0
Total     : M+   4296.3  3759.9  2858.6  1550.0   443.2   556.9     0.0
            V     104.7   160.0   206.5   253.1   285.4   282.3   297.1
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   120.4   163.7   207.8   253.1   285.4   282.3   297.1
            M    4011.1  3600.3  2777.5  1550.0   450.1   564.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               30.8             30.8
Deck+Haunch            37.7             37.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.2              5.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           69.4             69.4
DL-Comp.(DW)           45.9             45.9
Live                  152.3            152.3
        Truck         110.3            110.3
        Lane           42.0             42.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    55.8    44.4   155.9   290.1   386.0   443.5   462.7
(Max)       V      24.7    23.1    23.5    20.1    15.1    10.0     5.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     9.5     7.5    26.4    49.2    65.4    75.2    78.4
DC(Max)     V       4.2     3.9     4.0     3.4     2.6     1.7     0.9     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    68.2    54.3   190.7   354.9   472.1   542.4   565.9
Haunch (Max)V      30.2    28.3    28.7    24.6    18.4    12.3     6.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.2     0.9     1.8     2.8     3.7     4.7
(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    25.1    20.0    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.6     9.0     6.8     4.5     2.3     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    13.8    11.0    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.8     5.0     3.7     2.5     1.2     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   194.1   154.8   530.6   942.8  1222.6  1355.1  1310.6
            V     116.3   111.1   112.2   100.9    85.6    66.3    51.0    35.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.3   111.1   112.2   100.9    85.6    70.2    54.8    41.0
            M       0.0   194.1   154.8   530.6   942.8  1178.0  1236.2  1159.3
Total     : M+      0.0   366.9   292.2  1013.5  1841.3  2418.3  2729.5  2745.3
            V     192.7   182.8   184.9   163.2   132.3    97.5    66.6    35.7
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   192.7   182.8   184.9   163.2   132.3   101.4    70.5    41.1
            M       0.0   366.9   292.2  1013.5  1841.3  2373.7  2610.6  2593.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   73.16   72.67   75.00
Self wt.  : M     443.5   386.0   290.1   155.9    44.4    55.8     0.0
(Max)       V       5.0    10.0    15.1    20.1    23.5    23.1    24.7
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      75.2    65.4    49.2    26.4     7.5     9.5     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     4.0     3.9     4.2
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     542.4   472.1   354.9   190.7    54.3    68.2     0.0
Haunch (Max)V       6.1    12.3    18.4    24.6    28.7    28.3    30.2
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       3.7     2.8     1.8     0.9     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     199.5   173.6   130.5    70.1    20.0    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.6    10.4    11.1
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     110.1    95.8    72.0    38.7    11.0    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
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+   1355.1  1222.6   942.8   530.6   154.8   194.1     0.0
            V      51.0    66.3    85.6   100.9   112.2   111.1   116.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    54.8    70.2    85.6   100.9   112.2   111.1   116.3
            M    1236.2  1178.0   942.8   530.6   154.8   194.1     0.0
Total     : M+   2729.5  2418.3  1841.3  1013.5   292.2   366.9     0.0
            V      66.6    97.5   132.3   163.2   184.9   182.8   192.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    70.5   101.4   132.3   163.2   184.9   182.8   192.7
            M    2610.6  2373.7  1841.3  1013.5   292.2   366.9     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.63   15.27   22.90   30.53   38.17   26.72
 
Beam-Self
Precast-top    0.164   0.389   0.689   0.898   1.022   1.065   0.970 
Bottom        -0.143  -0.337  -0.591  -0.765  -0.867  -0.903  -0.825 
 
Prestress
Precast-top   -0.018  -0.220  -0.548  -0.868  -1.025  -1.025  -1.025 
Bottom         3.380   3.547   3.814   4.070   4.194   4.194   4.194 
 
Total
Precast-top    0.145   0.169   0.141   0.030  -0.003   0.039  -0.055 
Bottom         3.237   3.209   3.222   3.305   3.327   3.291   3.369 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.33 %)
             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    6.97   14.60   22.23   29.87   37.50
 
Prestress
Precast-top    0.017  -0.016   0.002  -0.191  -0.475  -0.752  -0.889  -0.889
Bottom         0.667   2.929   2.464   3.074   3.305   3.527   3.635   3.635
 
Self wt.
Precast-top   -0.000   0.126   0.100   0.352   0.651   0.861   0.985   1.028
Bottom        -0.000  -0.110  -0.088  -0.305  -0.559  -0.733  -0.836  -0.872
 
DL-Prec (DC)
Precast-top   -0.000   0.021   0.017   0.060   0.110   0.146   0.167   0.174
Bottom        -0.000  -0.019  -0.015  -0.052  -0.095  -0.124  -0.142  -0.148
 
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   0.002   0.004   0.006   0.008   0.010
Bottom        -0.000  -0.001  -0.000  -0.002  -0.004  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.154   0.123   0.431   0.797   1.053   1.205   1.257
Bottom        -0.000  -0.134  -0.108  -0.373  -0.684  -0.897  -1.022  -1.066
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.011   0.039   0.072   0.096   0.110   0.115
Precast-top   -0.000   0.008   0.006   0.022   0.041   0.054   0.062   0.065
Bottom        -0.000  -0.030  -0.024  -0.083  -0.153  -0.202  -0.231  -0.241
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.006   0.022   0.040   0.053   0.061   0.063
Precast-top   -0.000   0.004   0.003   0.012   0.022   0.030   0.034   0.036
Bottom        -0.000  -0.016  -0.013  -0.046  -0.085  -0.112  -0.128  -0.133
 
LL+I(+)
Topping-top   -0.000   0.108   0.086   0.299   0.545   0.708   0.803   0.826
Precast-top   -0.000   0.060   0.048   0.167   0.306   0.398   0.452   0.465
Bottom        -0.000  -0.229  -0.184  -0.634  -1.153  -1.492  -1.691  -1.738
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.130   0.103   0.359   0.658   0.857   0.974   1.004 
Precast-top    0.017   0.359   0.301   0.854   1.457   1.795   2.025   2.146 
Bottom         0.667   2.390   2.032   1.580   0.572  -0.038  -0.421  -0.573 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.022   0.017   0.061   0.113   0.149   0.171   0.178 
Precast-top    0.017   0.299   0.253   0.687   1.151   1.397   1.573   1.681 
Bottom         0.667   2.619   2.216   2.214   1.725   1.454   1.269   1.166 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.63   15.27   22.90   30.53   38.17   26.72
 
Beam-Self
Precast-top    0.164   0.389   0.689   0.898   1.022   1.065   0.970 
Bottom        -0.143  -0.337  -0.591  -0.765  -0.867  -0.903  -0.825 
 
Prestress
Precast-top   -0.018  -0.220  -0.548  -0.868  -1.025  -1.025  -1.025 
Bottom         3.380   3.547   3.814   4.070   4.194   4.194   4.194 
 
Total
Precast-top    0.145   0.169   0.141   0.030  -0.003   0.039  -0.055 
Bottom         3.237   3.209   3.222   3.305   3.327   3.291   3.369 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.33 %)
             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    6.97   14.60   22.23   29.87   37.50
 
Prestress
Precast-top    0.017  -0.016   0.002  -0.191  -0.475  -0.752  -0.889  -0.889
Bottom         0.667   2.929   2.464   3.074   3.305   3.527   3.635   3.635
 
Self wt.
Precast-top   -0.000   0.126   0.100   0.352   0.651   0.861   0.985   1.028
Bottom        -0.000  -0.110  -0.088  -0.305  -0.559  -0.733  -0.836  -0.872
 
DL-Prec (DC)
Precast-top   -0.000   0.021   0.017   0.060   0.110   0.146   0.167   0.174
Bottom        -0.000  -0.019  -0.015  -0.052  -0.095  -0.124  -0.142  -0.148
 
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   0.002   0.004   0.006   0.008   0.010
Bottom        -0.000  -0.001  -0.000  -0.002  -0.004  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.154   0.123   0.431   0.797   1.053   1.205   1.257
Bottom        -0.000  -0.134  -0.108  -0.373  -0.684  -0.897  -1.022  -1.066
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.011   0.039   0.072   0.096   0.110   0.115
Precast-top   -0.000   0.008   0.006   0.022   0.041   0.054   0.062   0.065
Bottom        -0.000  -0.030  -0.024  -0.083  -0.153  -0.202  -0.231  -0.241
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.006   0.022   0.040   0.053   0.061   0.063
Precast-top   -0.000   0.004   0.003   0.012   0.022   0.030   0.034   0.036
Bottom        -0.000  -0.016  -0.013  -0.046  -0.085  -0.112  -0.128  -0.133
 
LL+I(+)
Topping-top   -0.000   0.086   0.069   0.239   0.436   0.566   0.643   0.661
Precast-top   -0.000   0.048   0.038   0.134   0.245   0.318   0.362   0.372
Bottom        -0.000  -0.184  -0.148  -0.507  -0.922  -1.194  -1.352  -1.391
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.108   0.086   0.300   0.549   0.715   0.813   0.839 
Precast-top    0.017   0.347   0.291   0.821   1.395   1.715   1.935   2.053 
Bottom         0.667   2.436   2.069   1.707   0.803   0.261  -0.083  -0.225 
 

 
 
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    6.97   14.60   22.23   29.87   37.50
F_LL+I(+)
Topping-top   -0.000   0.109   0.087   0.296   0.524   0.676   0.747   0.722
Precast-top   -0.000   0.061   0.048   0.166   0.294   0.380   0.420   0.406
Bottom        -0.000  -0.231  -0.186  -0.628  -1.108  -1.424  -1.572  -1.520
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.120   0.095   0.326   0.580   0.750   0.832   0.811 
Precast-top    0.008   0.210   0.175   0.509   0.869   1.078   1.207   1.247 
Bottom         0.334   1.079   0.922   0.479  -0.245  -0.697  -0.937  -0.937 
 

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
    297.1    6.5   40.6    0.694   4.0   6.00e-3 50.0    307.7     1.822    2.816      0.00
      0.0    0.7   40.3     42.0 0.192      18.4 0.87    12.00     0.105    1.300 
Transfer:   3.00
    282.3    6.5   40.6    3.125  17.9  -0.02e-3 28.9    196.3     0.556    1.760      0.00
    564.8    3.1   39.0    189.0 0.179      99.6 4.87    12.00     0.105    1.371 
Critical:   3.91
    276.4    6.5   40.6    3.303  17.9  -0.03e-3 28.9    188.9     0.535    1.320      0.00
    757.2    3.3   39.0    189.0 0.176     100.4 4.92    12.00     0.105    1.398 
0.1L    :   7.63
    253.1    6.5   39.2    4.365  17.9  -0.03e-3 28.9    167.8     0.498    0.827      0.00
   1550.0    4.0   37.2    189.0 0.168      95.5 4.90    12.00     0.105    1.394 
0.2L    :  15.27
    207.8    6.5   38.1    6.076  17.9  -0.01e-3 29.0    122.5     0.379    0.620      0.00
   2777.5    4.7   35.8    189.0 0.141      90.5 4.83    12.00     0.105    1.337 
0.3L    :  22.90
    163.7    6.5   39.7    6.076  17.9   0.89e-3 32.1    107.6     0.361    0.620      0.00
   3600.3    4.8   37.4    189.0 0.104      56.4 2.88    24.00     0.105    1.424 
0.4L    :  30.53
    120.4    6.5   40.5    6.076   0.0   1.35e-3 33.7     86.1     0.301    0.496      0.00
   4011.1    4.8   38.2    189.0 0.083      47.7 2.39    24.00     0.105    1.417 
0.5L    :  38.17
     78.0    6.5   40.5    6.076   0.0   1.13e-3 33.0     34.7     0.118    0.413      0.00
   4025.2    4.8   38.2    189.0 0.054      51.9 2.60    24.00     0.105    2.003 
0.6L    :  45.80
    120.4    6.5   40.5    6.076   0.0   1.35e-3 33.7     86.1     0.301    0.496      0.00
   4011.1    4.8   38.2    189.0 0.083      47.7 2.39    24.00     0.105    1.417 
0.7L    :  53.43
    163.7    6.5   39.7    6.076  17.9   0.89e-3 32.1    107.6     0.361    0.620      0.00
   3600.3    4.8   37.4    189.0 0.104      56.4 2.88    24.00     0.105    1.424 
0.8L    :  61.07
    207.8    6.5   38.1    6.076  17.9  -0.01e-3 29.0    122.5     0.379    0.620      0.00
   2777.5    4.7   35.8    189.0 0.141      90.5 4.83    12.00     0.105    1.337 
0.9L    :  68.70
    253.1    6.5   39.2    4.365  17.9  -0.03e-3 28.9    167.8     0.498    0.827      0.00
   1550.0    4.0   37.2    189.0 0.168      95.5 4.90    12.00     0.105    1.394 
Critical:  72.42
    276.4    6.5   40.6    3.303  17.9  -0.03e-3 28.9    188.9     0.535    1.320      0.00
    757.2    3.3   39.0    189.0 0.176     100.4 4.92    12.00     0.105    1.398 
Transfer:  73.33
    282.3    6.5   40.6    3.125  17.9  -0.02e-3 28.9    196.3     0.556    1.760      0.00
    564.8    3.1   39.0    189.0 0.179      99.6 4.87    12.00     0.105    1.371 
Bearing :  75.67
    297.1    6.5   40.6    0.694   4.0   6.00e-3 50.0    307.7     1.822    2.816      0.00
      0.0    0.7   40.3     42.0 0.192      18.4 0.87    12.00     0.105    1.300 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1191.02
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    2.38
 
 
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
    297.1      8.20     40.61    0.71       40.26    24.00      0.300      1.983      0.000      0.000*
Transfer:      2.33
    282.3      8.04     40.61    3.14       39.04    24.00      0.300      1.929      0.000      1.760 
Critical:      3.25
    276.6      7.89     40.61    3.32       38.95    24.00      0.300      1.880      0.000      1.320 
0.1L    :      6.97
    253.1      7.56     39.20    4.00       37.20    24.00      0.300      1.769      0.000      0.827 
0.2L    :     14.60
    207.8      6.45     38.15    4.75       35.77    24.00      0.300      1.402      0.000      0.620 
0.3L    :     22.23
    163.7      4.87     39.74    4.75       37.36    24.00      0.300      0.872      0.000      0.620 
0.4L    :     29.87
    120.4      3.51     40.54    4.76       38.16    24.00      0.300      0.419      0.000      0.496 
0.5L    :     37.50
     78.0      2.27     40.54    4.76       38.16    24.00      0.300      0.007      0.000      0.413 
0.6L    :     45.13
    120.4      3.51     40.54    4.76       38.16    24.00      0.300      0.419      0.000      0.496 
0.7L    :     52.77
    163.7      4.87     39.74    4.75       37.36    24.00      0.300      0.872      0.000      0.620 
0.8L    :     60.40
    207.8      6.45     38.15    4.75       35.77    24.00      0.300      1.402      0.000      0.620 
0.9L    :     68.03
    253.1      7.56     39.20    4.00       37.20    24.00      0.300      1.769      0.000      0.827 
Critical:     71.75
    276.6      7.89     40.61    3.32       38.95    24.00      0.300      1.880      0.000      1.320 
Transfer:     72.67
    282.3      8.04     40.61    3.14       39.04    24.00      0.300      1.929      0.000      1.760 
Bearing :     75.00
    297.1      8.20     40.61    0.71       40.26    24.00      0.300      1.983      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.97 ft
Prestress      :       1.044  1.80      1.879  2.20      2.296
Self Wt.       :      -0.325  1.85     -0.601  2.40     -0.779
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          :       0.719            1.278            1.517
 
At 0.2 x L = 14.60 ft
Prestress      :       1.880  1.80      3.384  2.20      4.136
Self Wt.       :      -0.609  1.85     -1.126  2.40     -1.461
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          :       1.271            2.258            2.675
 
At 0.3 x L = 22.23 ft
Prestress      :       2.478  1.80      4.460  2.20      5.451
Self Wt.       :      -0.824  1.85     -1.525  2.40     -1.979
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          :       1.653            2.934            3.472
 
At 0.4 x L = 29.87 ft
Prestress      :       2.840  1.80      5.112  2.20      6.248
Self Wt.       :      -0.960  1.85     -1.776  2.40     -2.304
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          :       1.880            3.336            3.944
 
At 0.5 x L = 37.50 ft
Prestress      :       2.968  1.80      5.343  2.20      6.531
Self Wt.       :      -1.008  1.85     -1.865  2.40     -2.419
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          :       1.960            3.478            4.111
 
At 0.6 x L = 45.13 ft
Prestress      :       2.840  1.80      5.112  2.20      6.248
Self Wt.       :      -0.960  1.85     -1.776  2.40     -2.304
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          :       1.880            3.336            3.944
 
At 0.7 x L = 52.77 ft
Prestress      :       2.478  1.80      4.460  2.20      5.451
Self Wt.       :      -0.824  1.85     -1.525  2.40     -1.979
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          :       1.653            2.934            3.472
 
At 0.8 x L = 60.40 ft
Prestress      :       1.880  1.80      3.384  2.20      4.136
Self Wt.       :      -0.609  1.85     -1.126  2.40     -1.461
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          :       1.271            2.258            2.675
 
At 0.9 x L = 68.03 ft
Prestress      :       1.044  1.80      1.879  2.20      2.296
Self Wt.       :      -0.325  1.85     -0.601  2.40     -0.779
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          :       0.719            1.278            1.517
 

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
   556.9    35.6  3.977  262.1    3.7   3.14   2955.2  0.031T 1.00       -       -     -     -  
H/2     :   1.84
   443.2    35.5  3.328  263.4    3.1   2.64   2495.4  0.038T 1.00       -       -     -     -  
0.1L    :   6.97
  1550.0    36.6  5.093  260.3    4.7   4.00   3817.2  0.024T 1.00       -       -     -     -  
0.2L    :  14.60
  2858.6    38.1  6.076  258.9    5.6   4.75   4690.4  0.020T 1.00   3481.9  3481.9    1.35    -  
0.3L    :  22.23
  3759.9    39.7  6.076  259.4    5.6   4.75   4906.6  0.020T 1.00   3587.2  3587.2    1.37    -  
0.4L    :  29.87
  4296.3    40.5  6.076  259.6    5.6   4.76   5014.8  0.020T 1.00   3626.2  3626.2    1.38    -  
0.5L    :  37.50
  4444.5    40.5  6.076  259.6    5.6   4.76   5014.8  0.020T 1.00   3597.0  3597.0    1.39    -  
0.6L    :  45.13
  4296.3    40.5  6.076  259.6    5.6   4.76   5014.8  0.020T 1.00   3626.2  3626.2    1.38    -  
0.7L    :  52.77
  3759.9    39.7  6.076  259.4    5.6   4.75   4906.6  0.020T 1.00   3587.2  3587.2    1.37    -  
0.8L    :  60.40
  2858.6    38.1  6.076  258.9    5.6   4.75   4690.4  0.020T 1.00   3481.9  3481.9    1.35    -  
0.9L    :  68.03
  1550.0    36.6  5.093  260.3    4.7   4.00   3817.2  0.024T 1.00       -       -     -     -  
H/2     :  73.16
   443.2    35.5  3.328  263.4    3.1   2.64   2495.4  0.038T 1.00       -       -     -     -  
Transfer:  72.67
   556.9    35.6  3.977  262.1    3.7   3.14   2955.2  0.031T 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 1-14; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.056
        M   2.00 Fb     0.192
 
  2   2 E  32.00 Ft     0.382
        M   6.00 Fb     0.148
 
  3   2 E  30.00 Ft     0.676
        M   4.00 Fb     0.132
 
  4   2 E  28.00 Ft     0.939
        M   2.00 Fb     0.144
 
  5   2 E   6.00 Ft     0.895
        M   6.00 Fb     0.423
 
  6   2 E   6.00 Ft     0.851
        M   6.00 Fb     0.702
 
  7   2 E   6.00 Ft     0.807
        M   6.00 Fb     0.980
 
  8   2 E   4.00 Ft     0.730
        M   4.00 Fb     1.287
 
  9   2 E   4.00 Ft     0.654
        M   4.00 Fb     1.593
 
 10   2 E   4.00 Ft     0.578
        M   4.00 Fb     1.900
 
 11   2 E   2.00 Ft     0.470
        M   2.00 Fb     2.234
 
 12   2 E   2.00 Ft     0.362
        M   2.00 Fb     2.568
 
 13   2 E   2.00 Ft     0.254
        M   2.00 Fb     2.903
 
 14   2 E   2.00 Ft     0.146
        M   2.00 Fb     3.237
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 76.33            Release Length, ft: 76.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  28
No. of strands, Draped:   6           No. of strands, Straight:  22
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.5 ksi  f'ct   4.0 ksi
Initial losses:  8.22 %               Final losses: 14.34 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       3.369     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.003   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5014.77     4444.51     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   1.004     Midspan    1.800   0.178     Midspan
    Pre.Top:   3.900   2.146     Midspan    2.925   1.681     Midspan
    Pre.Bot:   3.900   2.390    Transfer    2.925   2.619    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.484   0.017     Bearing
    Pre.Bot:  -0.484  -0.225     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.600   1.247     Midspan
    Pre.Bot:                                                             2.600   1.079    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  37.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.968  1.80      5.343  2.20      6.531
Self Wt.       :      -1.008  1.85     -1.865  2.40     -2.419
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          :       1.960            3.478            4.111
 
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

