 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTC75 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) Hold-down points are at 0.35*(total length of 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 ksi and 6 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_f64.tmp\BTC75-0_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 =   2362463.00
 
SPAN DATA
---------
Precast length    , ft =     76.330
Bearing-to-bearing, ft =     75.000
Release span      , ft =     76.330
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1               IA-BTC    3.500    691.8   178971.0  45.00  20.74  34.00   8.125
 2               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   9.250
 3               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   9.250
 4               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   9.250
 5               IA-BTC    9.250    691.8   178971.0  45.00  20.74  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      =      6.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4877.010        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      5.000 
Eci ,ksi      =   4592.230
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   Additional 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    0.058     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              5.00 ksi 
  Elasticity          4592.2 ksi 
  Max comp              3.25 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.54 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      6.00 ksi    4.00 ksi 
  Elasticity 4877.01 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.60 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.70 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    2.40 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.47 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    5.00        6.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    5.00        6.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 20 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 26.72 ft from member end )
 
END PATTERN (Ycg = 11.00 in):
 
  10 @  2.000 in 6 @  6.000 in 2 @ 40.000 in 2 @ 42.000 in 
 
MID PATTERN (Ycg = 3.40 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 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    2.75  0.1250  0.5833 No        
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  1.7500  2.5000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.5000  4.5000 Yes       
       2 US#5[M16]  60.0  0.62    8.00  4.5000  5.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1670 10.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.4167 20.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 20.4167 36.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 36.6670 39.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 39.6631 55.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 55.9134 65.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 65.9134 71.1631 Yes       
       2 US#5[M16]  60.0  0.62    8.00 71.1631 71.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 71.8301 73.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 73.8301 74.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 74.5801 75.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 75.7467 76.2051 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 76.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
 20 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 26.72 ft from member end )
 
END PATTERN (Ycg = 11.00 in):
 
  10 @  2.000 in 6 @  6.000 in 2 @ 40.000 in 2 @ 42.000 in 
 
MID PATTERN (Ycg = 3.40 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 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    2.75  0.1250  0.5833 No        
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  1.7500  2.5000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.5000  4.5000 Yes       
       2 US#5[M16]  60.0  0.62    8.00  4.5000  5.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1670 10.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.4167 20.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 20.4167 36.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 36.6670 39.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 39.6631 55.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 55.9134 65.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 65.9134 71.1631 Yes       
       2 US#5[M16]  60.0  0.62    8.00 71.1631 71.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 71.8301 73.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 73.8301 74.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 74.5801 75.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 75.7467 76.2051 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 76.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
 20 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 26.72 ft from member end )
 
END PATTERN (Ycg = 11.00 in):
 
  10 @  2.000 in 6 @  6.000 in 2 @ 40.000 in 2 @ 42.000 in 
 
MID PATTERN (Ycg = 3.40 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 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    2.75  0.1250  0.5833 No        
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  1.7500  2.5000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.5000  4.5000 Yes       
       2 US#5[M16]  60.0  0.62    8.00  4.5000  5.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1670 10.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.4167 20.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 20.4167 36.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 36.6670 39.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 39.6631 55.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 55.9134 65.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 65.9134 71.1631 Yes       
       2 US#5[M16]  60.0  0.62    8.00 71.1631 71.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 71.8301 73.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 73.8301 74.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 74.5801 75.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 75.7467 76.2051 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 76.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
 20 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 26.72 ft from member end )
 
END PATTERN (Ycg = 11.00 in):
 
  10 @  2.000 in 6 @  6.000 in 2 @ 40.000 in 2 @ 42.000 in 
 
MID PATTERN (Ycg = 3.40 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 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    2.75  0.1250  0.5833 No        
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  1.7500  2.5000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.5000  4.5000 Yes       
       2 US#5[M16]  60.0  0.62    8.00  4.5000  5.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1670 10.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.4167 20.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 20.4167 36.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 36.6670 39.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 39.6631 55.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 55.9134 65.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 65.9134 71.1631 Yes       
       2 US#5[M16]  60.0  0.62    8.00 71.1631 71.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 71.8301 73.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 73.8301 74.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 74.5801 75.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 75.7467 76.2051 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 76.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
 20 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 26.72 ft from member end )
 
END PATTERN (Ycg = 11.00 in):
 
  10 @  2.000 in 6 @  6.000 in 2 @ 40.000 in 2 @ 42.000 in 
 
MID PATTERN (Ycg = 3.40 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 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    2.75  0.1250  0.5833 No        
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  1.7500  2.5000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.5000  4.5000 Yes       
       2 US#5[M16]  60.0  0.62    8.00  4.5000  5.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1670 10.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.4167 20.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 20.4167 36.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 36.6670 39.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 39.6631 55.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 55.9134 65.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 65.9134 71.1631 Yes       
       2 US#5[M16]  60.0  0.62    8.00 71.1631 71.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 71.8301 73.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 73.8301 74.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 74.5801 75.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 75.7467 76.2051 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 76.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 

Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              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 = 76.330 ft
Release length = 76.330 ft
Design  length = 75.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.753   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.929   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.024   (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                  =        691.8 in2           1367.7 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           461073 in4#
Ht. of c.g.           =        20.74 in             34.85 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1525.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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     2.22     6.97    14.60    22.23    29.87    37.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    696.8    714.4    713.5    714.4    714.4    714.4    714.4    714.4
  Yb      ,  in    20.67    20.40    20.42    20.36    20.29    20.23    20.19    20.19
  MI(Ixx) , in4   179461   181426   181319   182075   183310   184752   185550   185550
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1372.3   1388.7   1387.9   1388.7   1388.7   1388.7   1388.7   1388.7
  Yb      ,  in    34.76    34.47    34.49    34.45    34.42    34.39    34.37    34.37
  MI(Ixx) , in4   463756   473703   473189   475087   477524   480156   481546   481546

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 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           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  20 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 26.72 ft from member end )
END PATTERN (Ycg = 11.00 in):
    10 @  2.000 in     6 @  6.000 in     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.40 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 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     =    4.34 in2      Initial Pull          =      850.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.864 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.830 ft
Holddown Force        =  20.028 kips     Beam Shrtng (PL/AE)   =      0.238 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)       
--------------------------------------------------------------------------------------
      1528.096         740 1130.791     13.582 55005.426   830.776     483.164        
 
 
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       2.75       0.1250      0.5833     No
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       4.50       1.7500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.5000      4.5000    Yes
      2      US#5[M16]       60.00        0.62       8.00       4.5000      5.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1670     10.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.4167     20.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.4167     36.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      36.6670     39.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      39.6631     55.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00      55.9134     65.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00      65.9134     71.1631    Yes
      2      US#5[M16]       60.00        0.62       8.00      71.1631     71.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      71.8301     73.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      73.8301     74.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      74.5801     75.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      75.7467     76.2051     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 76.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.3400 in2       Ycg =  3.40 in
         P_init    =      850.7 kips  Ecc = 17.34 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.12 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.792 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.35 ksi    0.00 ksi
    due to Composite Loads                                 -1.46 ksi    0.00 ksi
    due to Live Loads                                      -5.41 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                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.25 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.12 ksi  ( 5.67 %)            11.44 ksi ( 5.83 %)
Total Prestress Losses                                    22.56 ksi (11.51 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.22    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    61.1    58.2   170.8   317.8   422.7   485.7   506.7
(Max)       V      27.0    25.3    25.4    22.0    16.5    11.0     5.5     0.0
DL-Prec.  : M       0.0    13.8    13.2    38.7    71.9    95.7   110.0   114.7
DC(Max)     V       6.1     5.7     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    68.3    65.0   190.8   354.9   472.1   542.4   565.9
Haunch (Max)V      30.2    28.3    28.4    24.6    18.4    12.3     6.1     0.0
Diaphragm : M       0.0     0.3     0.3     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    23.9    70.2   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.4     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.9    13.2    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   193.0   183.7   535.4   981.5  1280.8  1457.6  1498.6
            V     110.4   105.6   105.8    96.1    81.2    66.4    46.8    32.0
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   110.4   105.6   105.8    96.1    82.0    68.5    55.5    43.0
            M       0.0   197.5   188.1   535.4   935.1  1189.6  1294.6  1259.0
Total     : M+      0.0   375.6   357.5  1045.4  1930.4  2543.5  2909.0  3013.5
            V     191.1   181.3   181.8   161.8   130.6    99.4    63.4    32.2
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   191.1   181.3   181.8   161.8   131.3   101.4    72.0    43.1
            M       0.0   380.1   361.8  1045.4  1884.1  2452.4  2746.0  2773.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.78   72.67   75.00
Self wt.  : M     485.7   422.7   317.8   170.8    58.2    61.1     0.0
(Max)       V       5.5    11.0    16.5    22.0    25.4    25.3    27.0
DL-Prec.  : M     110.0    95.7    71.9    38.7    13.2    13.8     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     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   190.8    65.0    68.3     0.0
Haunch (Max)V       6.1    12.3    18.4    24.6    28.4    28.3    30.2
Diaphragm : M       3.7     2.8     1.8     0.9     0.3     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    70.2    23.9    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.4    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    13.2    13.9     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
LL + I    : M+   1457.6  1280.8   981.5   535.4   183.8   193.0     0.0
            V      46.8    66.4    81.2    96.1   105.8   105.6   110.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    55.5    68.5    82.0    96.1   105.8   105.6   110.4
            M    1294.6  1189.6   935.1   535.4   188.1   197.5    -0.0
Total     : M+   2909.0  2543.5  1930.4  1045.4   357.5   375.6     0.0
            V      63.4    99.4   130.6   161.8   181.8   181.3   191.1
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    72.0   101.4   131.3   161.8   181.8   181.3   191.1
            M    2746.0  2452.4  1884.1  1045.4   361.8   380.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               27.0             27.0
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    2.22    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    61.1    58.2   170.8   317.8   422.7   485.7   506.7
(Max)       V      27.0    25.3    25.4    22.0    16.5    11.0     5.5     0.0
DL-Prec.  : M       0.0    13.8    13.2    38.7    71.9    95.7   110.0   114.7
DC(Max)     V       6.1     5.7     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    68.3    65.0   190.8   354.9   472.1   542.4   565.9
Haunch (Max)V      30.2    28.3    28.4    24.6    18.4    12.3     6.1     0.0
Diaphragm : M       0.0     0.3     0.3     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    23.9    70.2   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.4     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.9    13.2    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   154.4   147.0   428.3   785.2  1024.6  1166.1  1198.8
            V      88.3    84.5    84.7    76.8    65.0    53.2    37.5    25.6
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    88.3    84.5    84.7    76.8    65.6    54.8    44.4    34.4
            M       0.0   158.0   150.5   428.3   748.1   951.7  1035.7  1007.2
Total     : M+      0.0   336.9   320.7   938.3  1734.1  2287.4  2617.5  2713.8
            V     169.0   160.1   160.6   142.5   114.3    86.1    54.0    25.7
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   169.0   160.1   160.6   142.5   114.9    87.7    60.9    34.5
            M       0.0   340.5   324.2   938.3  1697.0  2214.4  2487.1  2522.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.78   72.67   75.00
Self wt.  : M     485.7   422.7   317.8   170.8    58.2    61.1     0.0
(Max)       V       5.5    11.0    16.5    22.0    25.4    25.3    27.0
DL-Prec.  : M     110.0    95.7    71.9    38.7    13.2    13.8     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     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   190.8    65.0    68.3     0.0
Haunch (Max)V       6.1    12.3    18.4    24.6    28.4    28.3    30.2
Diaphragm : M       3.7     2.8     1.8     0.9     0.3     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    70.2    23.9    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.4    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    13.2    13.9     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   785.2   428.3   147.0   154.4     0.0
            V      37.5    53.2    65.0    76.8    84.7    84.5    88.3
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    44.4    54.8    65.6    76.8    84.7    84.5    88.3
            M    1035.7   951.7   748.1   428.3   150.5   158.0    -0.0
Total     : M+   2617.5  2287.4  1734.1   938.3   320.7   336.9     0.0
            V      54.0    86.1   114.3   142.5   160.6   160.1   169.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    60.9    87.7   114.9   142.5   160.6   160.1   169.0
            M    2487.1  2214.4  1697.0   938.3   324.2   340.5    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    76.4    72.7   213.5   397.2   528.4   607.1   633.4
(Max)       V      33.8    31.7    31.8    27.5    20.6    13.8     6.9     0.0
Self wt.  : M       0.0    55.0    52.4   153.7   286.0   380.4   437.1   456.0
(Min)       V      24.3    22.8    22.9    19.8    14.9     9.9     5.0     0.0
DL-Prec.  : M       0.0    17.3    16.5    48.3    89.9   119.6   137.5   143.4
DC(Max)     V       7.6     7.2     7.2     6.2     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0    12.5    11.9    34.8    64.8    86.1    99.0   103.3
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    81.2   238.5   443.6   590.1   678.1   707.4
Haunch (Max)V      37.7    35.4    35.5    30.7    23.0    15.4     7.7     0.0
Deck +    : M       0.0    61.5    58.5   171.7   319.4   424.9   488.2   509.3
Haunch (Min)V      27.2    25.5    25.6    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    29.9    87.7   163.1   217.0   249.4   260.2
DC(Max)     V      13.9    13.0    13.1    11.3     8.5     5.6     2.8     0.0
DL-Comp   : M       0.0    22.6    21.5    63.1   117.5   156.3   179.6   187.3
DC(Min)     V      10.0     9.4     9.4     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    20.8    19.8    58.1   108.0   143.7   165.1   172.3
DW(Max)     V       9.2     8.6     8.6     7.5     5.6     3.7     1.9     0.0
DL-Comp   : M       0.0     9.0     8.6    25.2    46.8    62.3    71.6    74.6
DW(Min)     V       4.0     3.7     3.7     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   337.8   321.6   936.9  1717.6  2241.3  2550.8  2622.5
            V     193.2   184.8   185.2   168.1   142.2   116.3    82.0    56.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   193.2   184.8   185.2   168.1   143.4   119.8    97.1    75.2
            M       0.0   345.7   329.2   936.9  1636.4  2081.8  2265.6  2203.2
Total     : M+      0.0   569.4   542.0  1584.1  2921.7  3843.7  4392.6  4544.9
            V     295.6   280.8   281.6   251.5   204.8   158.0   102.9    56.2
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   295.6   280.8   281.6   251.5   206.0   161.6   118.0    75.4
            M       0.0   577.3   549.7  1584.1  2840.6  3684.2  4107.4  4125.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.78   72.67   75.00
Self wt.  : M     607.1   528.4   397.2   213.5    72.7    76.4     0.0
(Max)       V       6.9    13.8    20.6    27.5    31.8    31.7    33.8
Self wt.  : M     437.1   380.4   286.0   153.7    52.4    55.0     0.0
(Min)       V       5.0     9.9    14.9    19.8    22.9    22.8    24.3
DL-Prec.  : M     137.5   119.6    89.9    48.3    16.5    17.3     0.0
DC(Max)     V       1.6     3.1     4.7     6.2     7.2     7.2     7.6
DL-Prec.  : M      99.0    86.1    64.8    34.8    11.9    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     678.1   590.1   443.6   238.5    81.2    85.3     0.0
Haunch (Max)V       7.7    15.4    23.0    30.7    35.5    35.4    37.7
Deck +    : M     488.2   424.9   319.4   171.7    58.5    61.5     0.0
Haunch (Min)V       5.5    11.1    16.6    22.1    25.6    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    29.9    31.4     0.0
DC(Max)     V       2.8     5.6     8.5    11.3    13.1    13.0    13.9
DL-Comp   : M     179.6   156.3   117.5    63.1    21.5    22.6     0.0
DC(Min)     V       2.0     4.1     6.1     8.1     9.4     9.4    10.0
DL-Comp   : M     165.1   143.7   108.0    58.1    19.8    20.8     0.0
DW(Max)     V       1.9     3.7     5.6     7.5     8.6     8.6     9.2
DL-Comp   : M      71.6    62.3    46.8    25.2     8.6     9.0     0.0
DW(Min)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
LL + I    : M+   2550.8  2241.3  1717.6   936.9   321.6   337.8     0.0
            V      82.0   116.3   142.2   168.1   185.2   184.8   193.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    97.1   119.8   143.4   168.1   185.2   184.8   193.2
            M    2265.6  2081.8  1636.4   936.9   329.2   345.7    -0.0
Total     : M+   4392.6  3843.7  2921.7  1584.1   542.0   569.4     0.0
            V     102.9   158.0   204.8   251.5   281.6   280.8   295.6
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   118.0   161.6   206.0   251.5   281.6   280.8   295.6
            M    4107.4  3684.2  2840.6  1584.1   549.7   577.3    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               33.8             33.8
Deck+Haunch            37.7             37.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            7.6              7.6
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    2.22    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    61.1    58.2   170.8   317.8   422.7   485.7   506.7
(Max)       V      27.0    25.3    25.4    22.0    16.5    11.0     5.5     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    13.8    13.2    38.7    71.9    95.7   110.0   114.7
DC(Max)     V       6.1     5.7     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    68.3    65.0   190.8   354.9   472.1   542.4   565.9
Haunch (Max)V      30.2    28.3    28.4    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     0.3     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    23.9    70.2   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.4     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    13.9    13.2    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   194.3   185.0   530.7   942.9  1222.6  1355.1  1310.6
            V     112.3   107.3   107.6    97.5    82.6    64.1    49.2    34.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.3   107.3   107.6    97.5    82.6    67.8    53.0    39.6
            M       0.0   194.3   185.0   530.7   942.9  1178.0  1236.2  1159.3
Total     : M+      0.0   376.8   358.7  1040.7  1891.8  2485.4  2806.5  2825.6
            V     193.0   183.0   183.5   163.2   132.0    97.0    65.8    34.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   193.0   183.0   183.5   163.2   132.0   100.7    69.5    39.7
            M       0.0   376.8   358.7  1040.7  1891.8  2440.8  2687.6  2674.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.78   72.67   75.00
Self wt.  : M     485.7   422.7   317.8   170.8    58.2    61.1     0.0
(Max)       V       5.5    11.0    16.5    22.0    25.4    25.3    27.0
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     110.0    95.7    71.9    38.7    13.2    13.8     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     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   190.8    65.0    68.3     0.0
Haunch (Max)V       6.1    12.3    18.4    24.6    28.4    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     0.3     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    70.2    23.9    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.4    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    13.2    13.9     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   942.9   530.7   185.0   194.3     0.0
            V      49.2    64.1    82.6    97.5   107.6   107.3   112.3
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    53.0    67.8    82.6    97.5   107.6   107.3   112.3
            M    1236.2  1178.0   942.9   530.7   185.0   194.3     0.0
Total     : M+   2806.5  2485.4  1891.8  1040.7   358.7   376.8     0.0
            V      65.8    97.0   132.0   163.2   183.5   183.0   193.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    69.5   100.7   132.0   163.2   183.5   183.0   193.0
            M    2687.6  2440.8  1891.8  1040.7   358.7   376.8     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.63   15.27   22.90   30.53   38.17   26.72
 
Beam-Self
Precast-top    0.129   0.307   0.543   0.709   0.808   0.842   0.767 
Bottom        -0.107  -0.254  -0.446  -0.579  -0.658  -0.685  -0.625 
 
Prestress
Precast-top    0.008  -0.137  -0.373  -0.605  -0.719  -0.719  -0.719 
Bottom         2.172   2.288   2.475   2.657   2.745   2.745   2.745 
 
Total
Precast-top    0.137   0.170   0.170   0.105   0.089   0.123   0.048 
Bottom         2.065   2.035   2.029   2.078   2.087   2.060   2.120 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.55 %)
             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    2.22    6.97   14.60   22.23   29.87   37.50
 
Prestress
Precast-top    0.016   0.007   0.010  -0.121  -0.330  -0.535  -0.636  -0.636
Bottom         0.429   1.921   1.848   2.024   2.189   2.350   2.428   2.428
 
Self wt.
Precast-top   -0.000   0.099   0.095   0.277   0.514   0.680   0.779   0.813
Bottom        -0.000  -0.083  -0.079  -0.229  -0.422  -0.555  -0.634  -0.662
 
DL-Prec (DC)
Precast-top   -0.000   0.023   0.021   0.063   0.116   0.154   0.176   0.184
Bottom        -0.000  -0.019  -0.018  -0.052  -0.096  -0.126  -0.144  -0.150
 
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   0.000   0.000   0.001   0.003   0.004   0.006   0.008
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.004  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.111   0.106   0.310   0.574   0.760   0.870   0.908
Bottom        -0.000  -0.092  -0.088  -0.256  -0.471  -0.620  -0.708  -0.739
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.010   0.029   0.054   0.072   0.082   0.086
Precast-top   -0.000   0.007   0.006   0.019   0.035   0.046   0.053   0.055
Bottom        -0.000  -0.022  -0.021  -0.061  -0.113  -0.149  -0.171  -0.178
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.005   0.016   0.030   0.040   0.045   0.047
Precast-top   -0.000   0.004   0.004   0.010   0.019   0.025   0.029   0.030
Bottom        -0.000  -0.012  -0.012  -0.034  -0.062  -0.082  -0.094  -0.098
 
LL+I(+)
Topping-top   -0.000   0.080   0.076   0.222   0.406   0.528   0.600   0.617
Precast-top   -0.000   0.051   0.049   0.143   0.261   0.340   0.386   0.397
Bottom        -0.000  -0.169  -0.161  -0.466  -0.849  -1.101  -1.248  -1.283
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.097   0.092   0.268   0.490   0.639   0.727   0.750 
Precast-top    0.016   0.302   0.291   0.702   1.192   1.475   1.664   1.759 
Bottom         0.429   1.525   1.470   0.925   0.174  -0.287  -0.576  -0.689 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.015   0.045   0.084   0.111   0.127   0.133 
Precast-top    0.016   0.251   0.242   0.559   0.931   1.135   1.278   1.362 
Bottom         0.429   1.694   1.631   1.391   1.022   0.813   0.672   0.595 
 

 
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    0.129   0.307   0.543   0.709   0.808   0.842   0.767 
Bottom        -0.107  -0.254  -0.446  -0.579  -0.658  -0.685  -0.625 
 
Prestress
Precast-top    0.008  -0.137  -0.373  -0.605  -0.719  -0.719  -0.719 
Bottom         2.172   2.288   2.475   2.657   2.745   2.745   2.745 
 
Total
Precast-top    0.137   0.170   0.170   0.105   0.089   0.123   0.048 
Bottom         2.065   2.035   2.029   2.078   2.087   2.060   2.120 
 
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 = 11.55 %)
             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    2.22    6.97   14.60   22.23   29.87   37.50
 
Prestress
Precast-top    0.016   0.007   0.010  -0.121  -0.330  -0.535  -0.636  -0.636
Bottom         0.429   1.921   1.848   2.024   2.189   2.350   2.428   2.428
 
Self wt.
Precast-top   -0.000   0.099   0.095   0.277   0.514   0.680   0.779   0.813
Bottom        -0.000  -0.083  -0.079  -0.229  -0.422  -0.555  -0.634  -0.662
 
DL-Prec (DC)
Precast-top   -0.000   0.023   0.021   0.063   0.116   0.154   0.176   0.184
Bottom        -0.000  -0.019  -0.018  -0.052  -0.096  -0.126  -0.144  -0.150
 
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   0.000   0.000   0.001   0.003   0.004   0.006   0.008
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.004  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.111   0.106   0.310   0.574   0.760   0.870   0.908
Bottom        -0.000  -0.092  -0.088  -0.256  -0.471  -0.620  -0.708  -0.739
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.010   0.029   0.054   0.072   0.082   0.086
Precast-top   -0.000   0.007   0.006   0.019   0.035   0.046   0.053   0.055
Bottom        -0.000  -0.022  -0.021  -0.061  -0.113  -0.149  -0.171  -0.178
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.005   0.016   0.030   0.040   0.045   0.047
Precast-top   -0.000   0.004   0.004   0.010   0.019   0.025   0.029   0.030
Bottom        -0.000  -0.012  -0.012  -0.034  -0.062  -0.082  -0.094  -0.098
 
LL+I(+)
Topping-top   -0.000   0.064   0.061   0.178   0.325   0.423   0.480   0.493
Precast-top   -0.000   0.041   0.039   0.114   0.209   0.272   0.309   0.318
Bottom        -0.000  -0.135  -0.129  -0.373  -0.679  -0.881  -0.999  -1.027
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.080   0.077   0.223   0.409   0.534   0.607   0.626 
Precast-top    0.016   0.292   0.281   0.673   1.140   1.407   1.587   1.680 
Bottom         0.429   1.559   1.502   1.018   0.343  -0.067  -0.327  -0.432 
 

 
 
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    2.22    6.97   14.60   22.23   29.87   37.50
F_LL+I(+)
Topping-top   -0.000   0.081   0.077   0.220   0.390   0.504   0.558   0.539
Precast-top   -0.000   0.052   0.049   0.141   0.251   0.324   0.359   0.347
Bottom        -0.000  -0.170  -0.162  -0.462  -0.816  -1.051  -1.161  -1.123
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.089   0.085   0.243   0.432   0.560   0.621   0.606 
Precast-top    0.008   0.177   0.170   0.421   0.716   0.892   0.998   1.028 
Bottom         0.214   0.677   0.653   0.234  -0.304  -0.644  -0.825  -0.825 
 

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
    295.6    6.5   49.7    0.506   3.9   6.00e-3 50.0    302.8     1.458    3.017      0.00
      0.0    0.5   49.5     41.9 0.168      21.7 0.87    12.00     0.101    1.481 
Transfer:   3.00
    280.8    6.5   49.7    2.282  17.7   1.46e-3 34.1    238.3     0.664    1.760      0.00
    577.3    2.3   48.6    189.0 0.155      56.0 2.29    12.00     0.101    1.576 
Critical:   4.71
    269.9    6.5   49.7    2.512  17.7   0.41e-3 30.4    192.8     0.467    0.930      0.00
    949.5    2.5   48.5    189.0 0.149      89.4 3.66    12.00     0.101    1.636 
0.1L    :   7.63
    251.5    6.5   49.7    2.904  17.7   0.95e-3 32.3    193.5     0.507    0.827      0.00
   1584.1    2.9   48.3    189.0 0.139      68.2 2.80    12.00     0.101    1.437 
0.2L    :  15.27
    206.0    6.5   46.6    4.340  17.7   1.03e-3 32.6    150.1     0.428    0.620      0.00
   2840.6    3.4   44.9    189.0 0.121      61.1 2.70    24.00     0.101    1.294 
0.3L    :  22.90
    161.6    6.5   48.8    4.340  17.7   2.13e-3 36.5    118.1     0.371    0.496      0.00
   3684.2    3.5   47.0    189.0 0.088      43.7 1.85    24.00     0.101    1.222 
0.4L    :  30.53
    118.0    6.5   49.8    4.340   0.0   2.60e-3 38.1     91.8     0.299    0.496      0.00
   4107.4    3.5   48.1    189.0 0.070      39.4 1.63    24.00     0.101    1.460 
0.5L    :  38.17
     75.4    6.5   49.8    4.340   0.0   2.29e-3 37.0     41.0     0.129    0.413      0.00
   4125.6    3.5   48.1    189.0 0.045      42.7 1.76    24.00     0.101    2.085 
0.6L    :  45.80
    118.0    6.5   49.8    4.340   0.0   2.60e-3 38.1     91.8     0.299    0.496      0.00
   4107.4    3.5   48.1    189.0 0.070      39.4 1.63    24.00     0.101    1.460 
0.7L    :  53.43
    161.6    6.5   48.8    4.340  17.7   2.13e-3 36.5    118.1     0.371    0.496      0.00
   3684.2    3.5   47.0    189.0 0.088      43.7 1.85    24.00     0.101    1.222 
0.8L    :  61.06
    206.0    6.5   46.6    4.340  17.7   1.03e-3 32.6    150.1     0.428    0.620      0.00
   2840.6    3.4   44.9    189.0 0.121      61.1 2.70    24.00     0.101    1.294 
0.9L    :  68.70
    251.5    6.5   49.7    2.904  17.7   0.95e-3 32.3    193.5     0.507    0.827      0.00
   1584.1    2.9   48.3    189.0 0.139      68.2 2.80    12.00     0.101    1.437 
Critical:  71.62
    269.9    6.5   49.7    2.512  17.7   0.41e-3 30.4    192.8     0.467    0.930      0.00
    949.5    2.5   48.5    189.0 0.149      89.4 3.66    12.00     0.101    1.636 
Transfer:  73.33
    280.8    6.5   49.7    2.282  17.7   1.46e-3 34.1    238.3     0.664    1.760      0.00
    577.3    2.3   48.6    189.0 0.155      56.0 2.29    12.00     0.101    1.576 
Bearing :  75.67
    295.6    6.5   49.7    0.506   3.9   6.00e-3 50.0    302.8     1.458    3.017      0.00
      0.0    0.5   49.5     41.9 0.168      21.7 0.87    12.00     0.101    1.481 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  850.73
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.70
 
 
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
    295.6      6.64     49.75    0.51       49.49    24.00      0.300      1.462      0.000      3.017 
Transfer:      2.33
    280.8      6.42     49.75    2.28       48.61    24.00      0.300      1.390      0.000      1.760 
Critical:      4.04
    270.0      6.19     49.75    2.51       48.50    24.00      0.300      1.312      0.000      0.930 
0.1L    :      6.97
    251.5      5.78     49.75    2.89       48.30    24.00      0.300      1.178      0.000      0.827 
0.2L    :     14.60
    206.0      5.10     46.59    3.45       44.87    24.00      0.300      0.951      0.000      0.620 
0.3L    :     22.23
    161.6      3.82     48.76    3.45       47.04    24.00      0.300      0.522      0.000      0.496 
0.4L    :     29.87
    118.0      2.73     49.85    3.45       48.12    24.00      0.300      0.159      0.000      0.496 
0.5L    :     37.50
     75.4      1.74     49.85    3.45       48.12    24.00      0.300      0.000      0.000      0.413 
0.6L    :     45.13
    118.0      2.73     49.85    3.45       48.12    24.00      0.300      0.159      0.000      0.496 
0.7L    :     52.77
    161.6      3.82     48.76    3.45       47.04    24.00      0.300      0.522      0.000      0.496 
0.8L    :     60.40
    206.0      5.10     46.59    3.45       44.87    24.00      0.300      0.951      0.000      0.620 
0.9L    :     68.03
    251.5      5.78     49.75    2.89       48.30    24.00      0.300      1.178      0.000      0.827 
Critical:     70.96
    270.0      6.19     49.75    2.51       48.50    24.00      0.300      1.312      0.000      0.930 
Transfer:     72.67
    280.8      6.42     49.75    2.28       48.61    24.00      0.300      1.390      0.000      1.760 
Bearing :     75.00
    295.6      6.64     49.75    0.51       49.49    24.00      0.300      1.462      0.000      3.017 
 

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      :       0.562  1.80      1.012  2.20      1.237
Self Wt.       :      -0.207  1.85     -0.382  2.40     -0.496
Deck + Haunch  :                       -0.189  2.30     -0.434
DL-Prec. (DC)  :                       -0.038  3.00     -0.115
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.027  3.00     -0.080
DL-Comp. (DW)  :                       -0.015  3.00     -0.044
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 14.60 ft
Prestress      :       1.018  1.80      1.833  2.20      2.240
Self Wt.       :      -0.388  1.85     -0.718  2.40     -0.932
Deck + Haunch  :                       -0.372  2.30     -0.855
DL-Prec. (DC)  :                       -0.075  3.00     -0.226
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.053  3.00     -0.158
DL-Comp. (DW)  :                       -0.029  3.00     -0.087
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 22.23 ft
Prestress      :       1.349  1.80      2.429  2.20      2.968
Self Wt.       :      -0.527  1.85     -0.976  2.40     -1.266
Deck + Haunch  :                       -0.513  2.30     -1.180
DL-Prec. (DC)  :                       -0.104  3.00     -0.312
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.073  3.00     -0.218
DL-Comp. (DW)  :                       -0.040  3.00     -0.120
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 29.87 ft
Prestress      :       1.551  1.80      2.792  2.20      3.412
Self Wt.       :      -0.615  1.85     -1.138  2.40     -1.476
Deck + Haunch  :                       -0.602  2.30     -1.384
DL-Prec. (DC)  :                       -0.122  3.00     -0.366
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.085  3.00     -0.256
DL-Comp. (DW)  :                       -0.047  3.00     -0.141
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 37.50 ft
Prestress      :       1.621  1.80      2.918  2.20      3.567
Self Wt.       :      -0.646  1.85     -1.195  2.40     -1.550
Deck + Haunch  :                       -0.633  2.30     -1.456
DL-Prec. (DC)  :                       -0.128  3.00     -0.385
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.090  3.00     -0.269
DL-Comp. (DW)  :                       -0.050  3.00     -0.149
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 45.13 ft
Prestress      :       1.551  1.80      2.792  2.20      3.412
Self Wt.       :      -0.615  1.85     -1.138  2.40     -1.476
Deck + Haunch  :                       -0.602  2.30     -1.384
DL-Prec. (DC)  :                       -0.122  3.00     -0.366
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.085  3.00     -0.256
DL-Comp. (DW)  :                       -0.047  3.00     -0.141
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 52.77 ft
Prestress      :       1.349  1.80      2.429  2.20      2.968
Self Wt.       :      -0.527  1.85     -0.976  2.40     -1.266
Deck + Haunch  :                       -0.513  2.30     -1.180
DL-Prec. (DC)  :                       -0.104  3.00     -0.312
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.073  3.00     -0.218
DL-Comp. (DW)  :                       -0.040  3.00     -0.120
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 60.40 ft
Prestress      :       1.018  1.80      1.833  2.20      2.240
Self Wt.       :      -0.388  1.85     -0.718  2.40     -0.932
Deck + Haunch  :                       -0.372  2.30     -0.855
DL-Prec. (DC)  :                       -0.075  3.00     -0.226
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.053  3.00     -0.158
DL-Comp. (DW)  :                       -0.029  3.00     -0.087
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 68.03 ft
Prestress      :       0.562  1.80      1.012  2.20      1.237
Self Wt.       :      -0.207  1.85     -0.382  2.40     -0.496
Deck + Haunch  :                       -0.189  2.30     -0.434
DL-Prec. (DC)  :                       -0.038  3.00     -0.115
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.027  3.00     -0.080
DL-Comp. (DW)  :                       -0.015  3.00     -0.044
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
   569.4    43.1  2.852  265.3    2.7   2.28   2645.7  0.054T 1.00       -       -     -     -  
H/2     :   2.22
   542.0    43.1  2.741  265.5    2.6   2.20   2545.5  0.057T 1.00       -       -     -     -  
0.1L    :   6.97
  1584.1    44.4  3.630  264.2    3.4   2.89   3434.4  0.042T 1.00       -       -     -     -  
0.2L    :  14.60
  2921.7    46.6  4.340  263.4    4.1   3.45   4274.6  0.035T 1.00   3471.7  3471.7    1.23    -  
0.3L    :  22.23
  3843.7    48.8  4.340  263.7    4.1   3.45   4486.1  0.035T 1.00   3577.2  3577.2    1.25    -  
0.4L    :  29.87
  4392.6    49.8  4.340  263.8    4.1   3.45   4591.9  0.035T 1.00   3617.7  3617.7    1.27    -  
0.5L    :  37.50
  4544.9    49.8  4.340  263.8    4.1   3.45   4591.9  0.035T 1.00   3591.4  3591.4    1.28    -  
0.6L    :  45.13
  4392.6    49.8  4.340  263.8    4.1   3.45   4591.9  0.035T 1.00   3617.7  3617.7    1.27    -  
0.7L    :  52.77
  3843.7    48.8  4.340  263.7    4.1   3.45   4486.1  0.035T 1.00   3577.2  3577.2    1.25    -  
0.8L    :  60.40
  2921.7    46.6  4.340  263.4    4.1   3.45   4274.6  0.035T 1.00   3471.7  3471.7    1.23    -  
0.9L    :  68.03
  1584.1    44.4  3.630  264.2    3.4   2.89   3434.4  0.042T 1.00       -       -     -     -  
H/2     :  72.78
   542.0    43.1  2.741  265.5    2.6   2.20   2545.5  0.057T 1.00       -       -     -     -  
Transfer:  72.67
   569.4    43.1  2.852  265.3    2.7   2.28   2645.7  0.054T 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 1-10; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.036
        M   2.00 Fb     0.188
 
  2   2 E  42.00 Ft     0.355
        M   4.00 Fb     0.141
 
  3   2 E  40.00 Ft     0.651
        M   2.00 Fb     0.114
 
  4   2 E   6.00 Ft     0.604
        M   6.00 Fb     0.371
 
  5   2 E   6.00 Ft     0.557
        M   6.00 Fb     0.628
 
  6   2 E   6.00 Ft     0.510
        M   6.00 Fb     0.885
 
  7   2 E   2.00 Ft     0.416
        M   2.00 Fb     1.180
 
  8   2 E   2.00 Ft     0.323
        M   2.00 Fb     1.475
 
  9   2 E   2.00 Ft     0.230
        M   2.00 Fb     1.770
 
 10   2 E   2.00 Ft     0.137
        M   2.00 Fb     2.065
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTC         
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:  20
No. of strands, Draped:   4           No. of strands, Straight:  16
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.67 %               Final losses: 11.51 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.120     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.089   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4591.94     4544.90     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   0.750     Midspan    1.800   0.133     Midspan
    Pre.Top:   3.600   1.759     Midspan    2.700   1.362     Midspan
    Pre.Bot:   3.600   1.525    Transfer    2.700   1.694    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465   0.016     Bearing
    Pre.Bot:  -0.465  -0.432     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.028     Midspan
    Pre.Bot:                                                             2.400   0.677    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      :       1.621  1.80      2.918  2.20      3.567
Self Wt.       :      -0.646  1.85     -1.195  2.40     -1.550
Deck + Haunch  :                       -0.633  2.30     -1.456
DL-Prec. (DC)  :                       -0.128  3.00     -0.385
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.090  3.00     -0.269
DL-Comp. (DW)  :                       -0.050  3.00     -0.149
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-BTC                              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 = 76.330 ft
Release length = 76.330 ft
Design  length = 75.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.770   (Calculated)    
Live Moment (1  lane  loaded)  : 0.544   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.169   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.936   (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                  =        691.8 in2           1459.2 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           479640 in4#
Ht. of c.g.           =        20.74 in             35.76 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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     2.22     6.97    14.60    22.23    29.87    37.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    696.8    714.4    713.5    714.4    714.4    714.4    714.4    714.4
  Yb      ,  in    20.67    20.40    20.42    20.36    20.29    20.23    20.19    20.19
  MI(Ixx) , in4   179461   181426   181319   182075   183310   184752   185550   185550
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1463.8   1480.2   1479.4   1480.2   1480.2   1480.2   1480.2   1480.2
  Yb      ,  in    35.68    35.39    35.41    35.37    35.34    35.31    35.30    35.30
  MI(Ixx) , in4   482530   493232   492679   494667   497188   499905   501336   501336

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 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           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  20 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 26.72 ft from member end )
END PATTERN (Ycg = 11.00 in):
    10 @  2.000 in     6 @  6.000 in     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.40 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 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     =    4.34 in2      Initial Pull          =      850.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.923 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.903 ft
Holddown Force        =  20.028 kips     Beam Shrtng (PL/AE)   =      0.238 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)       
--------------------------------------------------------------------------------------
      1528.096         740 1130.791     13.582 55005.426   830.776     483.164        
 
 
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       2.75       0.1250      0.5833     No
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       4.50       1.7500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.5000      4.5000    Yes
      2      US#5[M16]       60.00        0.62       8.00       4.5000      5.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1670     10.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.4167     20.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.4167     36.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      36.6670     39.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      39.6631     55.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00      55.9134     65.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00      65.9134     71.1631    Yes
      2      US#5[M16]       60.00        0.62       8.00      71.1631     71.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      71.8301     73.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      73.8301     74.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      74.5801     75.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      75.7467     76.2051     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 76.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.3400 in2       Ycg =  3.40 in
         P_init    =      850.7 kips  Ecc = 17.34 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.12 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.792 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.68 ksi    0.00 ksi
    due to Composite Loads                                 -1.44 ksi    0.00 ksi
    due to Live Loads                                      -5.15 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                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.25 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.12 ksi  ( 5.67 %)            11.38 ksi ( 5.81 %)
Total Prestress Losses                                    22.50 ksi (11.48 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.22    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    61.1    58.2   170.8   317.8   422.7   485.7   506.7
(Max)       V      27.0    25.3    25.4    22.0    16.5    11.0     5.5     0.0
DL-Prec.  : M       0.0    10.3     9.8    28.9    53.7    71.4    82.0    85.6
DC(Max)     V       4.6     4.3     4.3     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    73.8   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    32.2    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.6     0.6     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    23.9    70.2   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.4     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.9    13.2    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   185.7   176.8   515.0   944.2  1232.1  1402.2  1441.6
            V     126.1   120.6   120.9   109.7    92.8    75.9    53.5    36.6
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   126.1   120.6   120.9   109.7    93.6    78.2    63.4    49.1
            M       0.0   190.0   181.0   515.0   899.6  1144.4  1245.4  1211.1
Total     : M+      0.0   374.2   356.2  1041.9  1924.7  2537.2  2902.9  3008.7
            V     209.4   198.8   199.3   177.6   143.8   110.0    70.7    36.8
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   209.4   198.8   199.3   177.6   144.6   112.3    80.5    49.3
            M       0.0   378.6   360.4  1041.9  1880.1  2449.5  2746.1  2778.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.78   72.67   75.00
Self wt.  : M     485.7   422.7   317.8   170.8    58.2    61.1     0.0
(Max)       V       5.5    11.0    16.5    22.0    25.4    25.3    27.0
DL-Prec.  : M      82.0    71.4    53.7    28.9     9.8    10.3     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.3     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    73.8    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    32.2    32.1    34.3
Diaphragm : M       7.5     5.6     3.7     1.7     0.6     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    70.2    23.9    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.4    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    13.2    13.9     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
LL + I    : M+   1402.2  1232.1   944.2   515.0   176.8   185.7     0.0
            V      53.5    75.9    92.8   109.7   120.9   120.6   126.1
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    63.4    78.2    93.6   109.7   120.9   120.6   126.1
            M    1245.4  1144.4   899.6   515.0   181.0   190.0    -0.0
Total     : M+   2902.9  2537.2  1924.7  1041.9   356.2   374.2     0.0
            V      70.7   110.0   143.8   177.6   199.3   198.8   209.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    80.5   112.3   144.6   177.6   199.3   198.8   209.4
            M    2746.1  2449.5  1880.1  1041.9   360.4   378.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               27.0             27.0
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    2.22    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    61.1    58.2   170.8   317.8   422.7   485.7   506.7
(Max)       V      27.0    25.3    25.4    22.0    16.5    11.0     5.5     0.0
DL-Prec.  : M       0.0    10.3     9.8    28.9    53.7    71.4    82.0    85.6
DC(Max)     V       4.6     4.3     4.3     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    73.8   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    32.2    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.6     0.6     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    23.9    70.2   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.4     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.9    13.2    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   148.6   141.4   412.0   755.3   985.7  1121.7  1153.3
            V     100.9    96.5    96.7    87.8    74.2    60.7    42.8    29.3
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   100.9    96.5    96.7    87.8    74.9    62.6    50.7    39.3
            M       0.0   152.0   144.8   412.0   719.7   915.5   996.3   968.9
Total     : M+      0.0   337.1   320.8   938.9  1735.9  2290.8  2622.4  2720.4
            V     184.2   174.7   175.1   155.7   125.2    94.8    60.0    29.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   184.2   174.7   175.1   155.7   125.9    96.6    67.8    39.5
            M       0.0   340.6   324.2   938.9  1700.2  2220.7  2497.0  2536.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.78   72.67   75.00
Self wt.  : M     485.7   422.7   317.8   170.8    58.2    61.1     0.0
(Max)       V       5.5    11.0    16.5    22.0    25.4    25.3    27.0
DL-Prec.  : M      82.0    71.4    53.7    28.9     9.8    10.3     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.3     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    73.8    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    32.2    32.1    34.3
Diaphragm : M       7.5     5.6     3.7     1.7     0.6     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    70.2    23.9    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.4    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    13.2    13.9     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
LL + I    : M+   1121.7   985.7   755.3   412.0   141.4   148.6     0.0
            V      42.8    60.7    74.2    87.8    96.7    96.5   100.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    50.7    62.6    74.9    87.8    96.7    96.5   100.9
            M     996.3   915.5   719.7   412.0   144.8   152.0    -0.0
Total     : M+   2622.4  2290.8  1735.9   938.9   320.8   337.1     0.0
            V      60.0    94.8   125.2   155.7   175.1   174.7   184.2
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    67.8    96.6   125.9   155.7   175.1   174.7   184.2
            M    2497.0  2220.7  1700.2   938.9   324.2   340.6    -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    2.22    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    76.4    72.7   213.5   397.2   528.4   607.1   633.4
(Max)       V      33.8    31.7    31.8    27.5    20.6    13.8     6.9     0.0
Self wt.  : M       0.0    55.0    52.4   153.7   286.0   380.4   437.1   456.0
(Min)       V      24.3    22.8    22.9    19.8    14.9     9.9     5.0     0.0
DL-Prec.  : M       0.0    12.9    12.3    36.1    67.1    89.3   102.5   107.0
DC(Max)     V       5.7     5.4     5.4     4.6     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     9.3     8.8    26.0    48.3    64.3    73.8    77.0
DC(Min)     V       4.1     3.9     3.9     3.3     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    96.9    92.2   270.7   503.7   670.0   769.9   803.1
Haunch (Max)V      42.8    40.2    40.3    34.9    26.2    17.4     8.7     0.0
Deck +    : M       0.0    69.8    66.4   194.9   362.6   482.4   554.3   578.3
Haunch (Min)V      30.8    28.9    29.0    25.1    18.8    12.6     6.3     0.0
Diaphragm : M       0.0     0.7     0.7     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     0.5     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    29.9    87.7   163.1   217.0   249.4   260.2
DC(Max)     V      13.9    13.0    13.1    11.3     8.5     5.6     2.8     0.0
DL-Comp   : M       0.0    22.6    21.5    63.1   117.5   156.3   179.6   187.3
DC(Min)     V      10.0     9.4     9.4     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    20.8    19.8    58.1   108.0   143.7   165.1   172.3
DW(Max)     V       9.2     8.6     8.6     7.5     5.6     3.7     1.9     0.0
DL-Comp   : M       0.0     9.0     8.6    25.2    46.8    62.3    71.6    74.6
DW(Min)     V       4.0     3.7     3.7     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   325.0   309.3   901.3  1652.3  2156.1  2453.8  2522.8
            V     220.7   211.1   211.6   192.0   162.4   132.8    93.6    64.0
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   220.7   211.1   211.6   192.0   163.8   136.9   110.9    85.9
            M       0.0   332.5   316.7   901.3  1574.2  2002.6  2179.4  2119.4
Total     : M+      0.0   564.1   536.9  1569.6  2896.0  3811.5  4357.2  4510.4
            V     326.4   310.2   311.0   278.1   227.0   176.0   115.4    64.3
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   326.4   310.2   311.0   278.1   228.5   180.1   132.6    86.2
            M       0.0   571.7   544.3  1569.6  2817.9  3658.0  4082.8  4107.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.78   72.67   75.00
Self wt.  : M     607.1   528.4   397.2   213.5    72.7    76.4     0.0
(Max)       V       6.9    13.8    20.6    27.5    31.8    31.7    33.8
Self wt.  : M     437.1   380.4   286.0   153.7    52.4    55.0     0.0
(Min)       V       5.0     9.9    14.9    19.8    22.9    22.8    24.3
DL-Prec.  : M     102.5    89.3    67.1    36.1    12.3    12.9     0.0
DC(Max)     V       1.2     2.3     3.5     4.6     5.4     5.4     5.7
DL-Prec.  : M      73.8    64.3    48.3    26.0     8.8     9.3     0.0
DC(Min)     V       0.8     1.7     2.5     3.3     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   503.7   270.7    92.2    96.9     0.0
Haunch (Max)V       8.7    17.4    26.2    34.9    40.3    40.2    42.8
Deck +    : M     554.3   482.4   362.6   194.9    66.4    69.8     0.0
Haunch (Min)V       6.3    12.6    18.8    25.1    29.0    28.9    30.8
Diaphragm : M       9.3     6.9     4.6     2.2     0.7     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     0.5     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    29.9    31.4     0.0
DC(Max)     V       2.8     5.6     8.5    11.3    13.1    13.0    13.9
DL-Comp   : M     179.6   156.3   117.5    63.1    21.5    22.6     0.0
DC(Min)     V       2.0     4.1     6.1     8.1     9.4     9.4    10.0
DL-Comp   : M     165.1   143.7   108.0    58.1    19.8    20.8     0.0
DW(Max)     V       1.9     3.7     5.6     7.5     8.6     8.6     9.2
DL-Comp   : M      71.6    62.3    46.8    25.2     8.6     9.0     0.0
DW(Min)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
LL + I    : M+   2453.8  2156.1  1652.3   901.3   309.3   325.0     0.0
            V      93.6   132.8   162.4   192.0   211.6   211.1   220.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   110.9   136.9   163.8   192.0   211.6   211.1   220.7
            M    2179.4  2002.6  1574.2   901.3   316.7   332.5    -0.0
Total     : M+   4357.2  3811.5  2896.0  1569.6   536.9   564.1     0.0
            V     115.4   176.0   227.0   278.1   311.0   310.2   326.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   132.6   180.1   228.5   278.1   311.0   310.2   326.4
            M    4082.8  3658.0  2817.9  1569.6   544.3   571.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               33.8             33.8
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    2.22    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    61.1    58.2   170.8   317.8   422.7   485.7   506.7
(Max)       V      27.0    25.3    25.4    22.0    16.5    11.0     5.5     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    10.3     9.8    28.9    53.7    71.4    82.0    85.6
DC(Max)     V       4.6     4.3     4.3     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    73.8   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    32.2    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     0.6     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    23.9    70.2   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.4     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    13.9    13.2    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   132.1   125.8   360.9   641.2   831.4   921.5   891.2
            V     102.6    98.1    98.3    89.1    75.5    58.5    45.0    31.4
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   102.6    98.1    98.3    89.1    75.5    62.0    48.4    36.1
            M       0.0   132.1   125.8   360.9   641.2   801.1   840.6   788.3
Total     : M+      0.0   320.7   305.2   887.8  1621.7  2136.5  2422.2  2458.4
            V     186.0   176.2   176.7   157.0   126.5    92.6    62.1    31.7
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   186.0   176.2   176.7   157.0   126.5    96.0    65.6    36.4
            M       0.0   320.7   305.2   887.8  1621.7  2106.2  2341.3  2355.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.78   72.67   75.00
Self wt.  : M     485.7   422.7   317.8   170.8    58.2    61.1     0.0
(Max)       V       5.5    11.0    16.5    22.0    25.4    25.3    27.0
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      82.0    71.4    53.7    28.9     9.8    10.3     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.3     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    73.8    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    32.2    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     0.6     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    70.2    23.9    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.4    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    13.2    13.9     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+    921.5   831.4   641.2   360.9   125.8   132.1     0.0
            V      45.0    58.5    75.5    89.1    98.3    98.1   102.6
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    48.4    62.0    75.5    89.1    98.3    98.1   102.6
            M     840.6   801.1   641.2   360.9   125.8   132.1     0.0
Total     : M+   2422.2  2136.5  1621.7   887.8   305.2   320.7     0.0
            V      62.1    92.6   126.5   157.0   176.7   176.2   186.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    65.6    96.0   126.5   157.0   176.7   176.2   186.0
            M    2341.3  2106.2  1621.7   887.8   305.2   320.7     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    0.129   0.307   0.543   0.709   0.808   0.842   0.767 
Bottom        -0.107  -0.254  -0.446  -0.579  -0.658  -0.685  -0.625 
 
Prestress
Precast-top    0.008  -0.137  -0.373  -0.605  -0.719  -0.719  -0.719 
Bottom         2.172   2.288   2.475   2.657   2.745   2.745   2.745 
 
Total
Precast-top    0.137   0.170   0.170   0.105   0.089   0.123   0.048 
Bottom         2.065   2.035   2.029   2.078   2.087   2.060   2.120 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.55 %)
             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    2.22    6.97   14.60   22.23   29.87   37.50
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -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
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.014   0.041   0.077   0.101   0.116   0.121 
Precast-top    0.016   0.259   0.250   0.583   0.976   1.194   1.347   1.435 
Bottom         0.429   1.686   1.623   1.370   0.983   0.761   0.611   0.531 
 

 
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    0.129   0.307   0.543   0.709   0.808   0.842   0.767 
Bottom        -0.107  -0.254  -0.446  -0.579  -0.658  -0.685  -0.625 
 
Prestress
Precast-top    0.008  -0.137  -0.373  -0.605  -0.719  -0.719  -0.719 
Bottom         2.172   2.288   2.475   2.657   2.745   2.745   2.745 
 
Total
Precast-top    0.137   0.170   0.170   0.105   0.089   0.123   0.048 
Bottom         2.065   2.035   2.029   2.078   2.087   2.060   2.120 
 
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 = 11.55 %)
             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    2.22    6.97   14.60   22.23   29.87   37.50
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -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
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 

 
 
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    2.22    6.97   14.60   22.23   29.87   37.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.058   0.055   0.158   0.281   0.364   0.405   0.396 
Precast-top    0.008   0.161   0.154   0.376   0.637   0.791   0.887   0.925 
Bottom         0.214   0.729   0.703   0.375  -0.055  -0.324  -0.473  -0.488 
 

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
    326.4    6.5   49.7    0.504   3.9   6.00e-3 50.0    337.0     1.622    3.017      0.22
      0.0    0.4   49.5     41.9 0.186      21.8 0.87    12.00     0.101    1.342 
Transfer:   3.00
    310.2    6.5   49.7    2.275  17.7   2.39e-3 37.4    284.8     0.892    1.760      0.00
    571.7    2.0   48.7    189.0 0.172      42.2 1.72    12.00     0.101    1.430 
Critical:   4.72
    298.2    6.5   49.7    2.507  17.7   1.22e-3 33.3    252.3     0.680    0.930      0.00
    943.0    2.2   48.6    189.0 0.165      61.4 2.51    12.00     0.101    1.279 
0.1L    :   7.63
    278.1    6.5   49.7    2.897  17.7   1.23e-3 33.3    230.3     0.624    0.827      0.00
   1569.6    2.5   48.5    189.0 0.154      60.9 2.50    12.00     0.101    1.242 
0.2L    :  15.27
    228.5    6.5   46.6    4.340  17.7   1.14e-3 33.0    177.4     0.511    0.620      0.00
   2817.9    3.0   45.1    189.0 0.134      58.8 2.59    12.00     0.101    1.149 
0.3L    :  22.90
    180.1    6.5   48.8    4.340  17.7   2.19e-3 36.7    139.2     0.439    0.496      0.00
   3658.0    3.0   47.2    189.0 0.099      43.2 1.81    24.00     0.101    1.091 
0.4L    :  30.53
    132.6    6.5   49.8    4.340   0.0   2.64e-3 38.2    108.2     0.353    0.496      0.00
   4082.8    3.0   48.3    189.0 0.078      39.2 1.61    24.00     0.101    1.298 
0.5L    :  38.17
     86.2    6.5   49.8    4.340   0.0   2.31e-3 37.1     53.0     0.166    0.413      0.00
   4107.1    3.0   48.3    189.0 0.051      42.7 1.76    24.00     0.101    1.826 
0.6L    :  45.80
    132.6    6.5   49.8    4.340   0.0   2.64e-3 38.2    108.2     0.353    0.496      0.00
   4082.8    3.0   48.3    189.0 0.078      39.2 1.61    24.00     0.101    1.298 
0.7L    :  53.43
    180.1    6.5   48.8    4.340  17.7   2.19e-3 36.7    139.2     0.439    0.496      0.00
   3658.0    3.0   47.2    189.0 0.099      43.2 1.81    24.00     0.101    1.091 
0.8L    :  61.06
    228.5    6.5   46.6    4.340  17.7   1.14e-3 33.0    177.4     0.511    0.620      0.00
   2817.9    3.0   45.1    189.0 0.134      58.8 2.59    12.00     0.101    1.149 
0.9L    :  68.70
    278.1    6.5   49.7    2.897  17.7   1.23e-3 33.3    230.3     0.624    0.827      0.00
   1569.6    2.5   48.5    189.0 0.154      60.9 2.50    12.00     0.101    1.242 
Critical:  71.61
    298.2    6.5   49.7    2.507  17.7   1.22e-3 33.3    252.3     0.680    0.930      0.00
    943.0    2.2   48.6    189.0 0.165      61.4 2.51    12.00     0.101    1.279 
Transfer:  73.33
    310.2    6.5   49.7    2.275  17.7   2.39e-3 37.4    284.8     0.892    1.760      0.00
    571.7    2.0   48.7    189.0 0.172      42.2 1.72    12.00     0.101    1.430 
Bearing :  75.67
    326.4    6.5   49.7    0.504   3.9   6.00e-3 50.0    337.0     1.622    3.017      0.22
      0.0    0.4   49.5     41.9 0.186      21.8 0.87    12.00     0.101    1.342 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  850.73
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.70
 
 
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
    326.4      7.32     49.75    0.45       49.53    24.00      0.300      1.691      0.000      3.017 
Transfer:      2.33
    310.2      7.07     49.75    2.00       48.75    24.00      0.300      1.607      0.000      1.760 
Critical:      4.05
    298.3      6.81     49.75    2.20       48.65    24.00      0.300      1.521      0.000      0.930 
0.1L    :      6.97
    278.1      6.37     49.75    2.54       48.48    24.00      0.300      1.375      0.000      0.827 
0.2L    :     14.60
    228.5      5.63     46.59    3.04       45.07    24.00      0.300      1.128      0.000      0.620 
0.3L    :     22.23
    180.1      4.24     48.76    3.04       47.24    24.00      0.300      0.662      0.000      0.496 
0.4L    :     29.87
    132.6      3.05     49.85    3.04       48.33    24.00      0.300      0.267      0.000      0.496 
0.5L    :     37.50
     86.2      1.98     49.85    3.04       48.33    24.00      0.300      0.000      0.000      0.413 
0.6L    :     45.13
    132.6      3.05     49.85    3.04       48.33    24.00      0.300      0.267      0.000      0.496 
0.7L    :     52.77
    180.1      4.24     48.76    3.04       47.24    24.00      0.300      0.662      0.000      0.496 
0.8L    :     60.40
    228.5      5.63     46.59    3.04       45.07    24.00      0.300      1.128      0.000      0.620 
0.9L    :     68.03
    278.1      6.37     49.75    2.54       48.48    24.00      0.300      1.375      0.000      0.827 
Critical:     70.95
    298.3      6.81     49.75    2.20       48.65    24.00      0.300      1.521      0.000      0.930 
Transfer:     72.67
    310.2      7.07     49.75    2.00       48.75    24.00      0.300      1.607      0.000      1.760 
Bearing :     75.00
    326.4      7.32     49.75    0.45       49.53    24.00      0.300      1.691      0.000      3.017 
 

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      :       0.562  1.80      1.012  2.20      1.237
Self Wt.       :      -0.207  1.85     -0.382  2.40     -0.496
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          :       0.356            0.630            0.741
 
At 0.2 x L = 14.60 ft
Prestress      :       1.018  1.80      1.833  2.20      2.240
Self Wt.       :      -0.388  1.85     -0.718  2.40     -0.932
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          :       0.630            1.114            1.308
 
At 0.3 x L = 22.23 ft
Prestress      :       1.349  1.80      2.429  2.20      2.968
Self Wt.       :      -0.527  1.85     -0.976  2.40     -1.266
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          :       0.822            1.453            1.702
 
At 0.4 x L = 29.87 ft
Prestress      :       1.551  1.80      2.792  2.20      3.412
Self Wt.       :      -0.615  1.85     -1.138  2.40     -1.476
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          :       0.936            1.654            1.936
 
At 0.5 x L = 37.50 ft
Prestress      :       1.621  1.80      2.918  2.20      3.567
Self Wt.       :      -0.646  1.85     -1.195  2.40     -1.550
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          :       0.975            1.723            2.017
 
At 0.6 x L = 45.13 ft
Prestress      :       1.551  1.80      2.792  2.20      3.412
Self Wt.       :      -0.615  1.85     -1.138  2.40     -1.476
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          :       0.936            1.654            1.936
 
At 0.7 x L = 52.77 ft
Prestress      :       1.349  1.80      2.429  2.20      2.968
Self Wt.       :      -0.527  1.85     -0.976  2.40     -1.266
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          :       0.822            1.453            1.702
 
At 0.8 x L = 60.40 ft
Prestress      :       1.018  1.80      1.833  2.20      2.240
Self Wt.       :      -0.388  1.85     -0.718  2.40     -0.932
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          :       0.630            1.114            1.308
 
At 0.9 x L = 68.03 ft
Prestress      :       0.562  1.80      1.012  2.20      1.237
Self Wt.       :      -0.207  1.85     -0.382  2.40     -0.496
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          :       0.356            0.630            0.741
 

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
   564.1    43.1  2.844  265.9    2.4   2.00   2652.8  0.062T 1.00       -       -     -     -  
H/2     :   2.22
   536.9    43.1  2.734  266.0    2.3   1.93   2551.8  0.065T 1.00       -       -     -     -  
0.1L    :   6.97
  1569.6    44.4  3.621  264.9    3.0   2.54   3449.1  0.048T 1.00       -       -     -     -  
0.2L    :  14.60
  2896.0    46.6  4.340  264.2    3.6   3.04   4306.9  0.040T 1.00    669.0   669.0    6.44    -  
0.3L    :  22.23
  3811.5    48.8  4.340  264.5    3.6   3.04   4518.6  0.040T 1.00    540.2   540.2    8.36    -  
0.4L    :  29.87
  4357.2    49.8  4.340  264.6    3.6   3.04   4624.4  0.040T 1.00    463.4   463.4    9.98    -  
0.5L    :  37.50
  4510.4    49.8  4.340  264.6    3.6   3.04   4624.4  0.040T 1.00    434.5   434.5   10.64    -  
0.6L    :  45.13
  4357.2    49.8  4.340  264.6    3.6   3.04   4624.4  0.040T 1.00    463.4   463.4    9.98    -  
0.7L    :  52.77
  3811.5    48.8  4.340  264.5    3.6   3.04   4518.6  0.040T 1.00    540.2   540.2    8.36    -  
0.8L    :  60.40
  2896.0    46.6  4.340  264.2    3.6   3.04   4306.9  0.040T 1.00    669.0   669.0    6.44    -  
0.9L    :  68.03
  1569.6    44.4  3.621  264.9    3.0   2.54   3449.1  0.048T 1.00       -       -     -     -  
H/2     :  72.78
   536.9    43.1  2.734  266.0    2.3   1.93   2551.8  0.065T 1.00       -       -     -     -  
Transfer:  72.67
   564.1    43.1  2.844  265.9    2.4   2.00   2652.8  0.062T 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 1-10; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.036
        M   2.00 Fb     0.188
 
  2   2 E  42.00 Ft     0.355
        M   4.00 Fb     0.141
 
  3   2 E  40.00 Ft     0.651
        M   2.00 Fb     0.114
 
  4   2 E   6.00 Ft     0.604
        M   6.00 Fb     0.371
 
  5   2 E   6.00 Ft     0.557
        M   6.00 Fb     0.628
 
  6   2 E   6.00 Ft     0.510
        M   6.00 Fb     0.885
 
  7   2 E   2.00 Ft     0.416
        M   2.00 Fb     1.180
 
  8   2 E   2.00 Ft     0.323
        M   2.00 Fb     1.475
 
  9   2 E   2.00 Ft     0.230
        M   2.00 Fb     1.770
 
 10   2 E   2.00 Ft     0.137
        M   2.00 Fb     2.065
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTC         
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:  20
No. of strands, Draped:   4           No. of strands, Straight:  16
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.67 %               Final losses: 11.48 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.120     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.089   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4624.42     4510.43     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  -0.000     Bearing    1.800   0.121     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   1.435     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   1.686    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.000     Bearing
    Pre.Bot:  -0.465  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.925     Midspan
    Pre.Bot:                                                             2.400   0.729    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      :       1.621  1.80      2.918  2.20      3.567
Self Wt.       :      -0.646  1.85     -1.195  2.40     -1.550
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          :       0.975            1.723            2.017
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              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 = 76.330 ft
Release length = 76.330 ft
Design  length = 75.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.770   (Calculated)    
Live Moment (1  lane  loaded)  : 0.544   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.169   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.936   (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                  =        691.8 in2           1459.2 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           479640 in4#
Ht. of c.g.           =        20.74 in             35.76 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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     2.22     6.97    14.60    22.23    29.87    37.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    696.8    714.4    713.5    714.4    714.4    714.4    714.4    714.4
  Yb      ,  in    20.67    20.40    20.42    20.36    20.29    20.23    20.19    20.19
  MI(Ixx) , in4   179461   181426   181319   182075   183310   184752   185550   185550
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1463.8   1480.2   1479.4   1480.2   1480.2   1480.2   1480.2   1480.2
  Yb      ,  in    35.68    35.39    35.41    35.37    35.34    35.31    35.30    35.30
  MI(Ixx) , in4   482530   493232   492679   494667   497188   499905   501336   501336

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 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           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  20 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 26.72 ft from member end )
END PATTERN (Ycg = 11.00 in):
    10 @  2.000 in     6 @  6.000 in     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.40 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 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     =    4.34 in2      Initial Pull          =      850.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.923 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.903 ft
Holddown Force        =  20.028 kips     Beam Shrtng (PL/AE)   =      0.238 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)       
--------------------------------------------------------------------------------------
      1528.096         740 1130.791     13.582 55005.426   830.776     483.164        
 
 
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       2.75       0.1250      0.5833     No
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       4.50       1.7500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.5000      4.5000    Yes
      2      US#5[M16]       60.00        0.62       8.00       4.5000      5.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1670     10.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.4167     20.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.4167     36.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      36.6670     39.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      39.6631     55.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00      55.9134     65.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00      65.9134     71.1631    Yes
      2      US#5[M16]       60.00        0.62       8.00      71.1631     71.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      71.8301     73.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      73.8301     74.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      74.5801     75.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      75.7467     76.2051     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 76.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.3400 in2       Ycg =  3.40 in
         P_init    =      850.7 kips  Ecc = 17.34 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.12 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.792 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.68 ksi    0.00 ksi
    due to Composite Loads                                 -1.44 ksi    0.00 ksi
    due to Live Loads                                      -5.15 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                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.25 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.12 ksi  ( 5.67 %)            11.38 ksi ( 5.81 %)
Total Prestress Losses                                    22.50 ksi (11.48 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.22    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    61.1    58.2   170.8   317.8   422.7   485.7   506.7
(Max)       V      27.0    25.3    25.4    22.0    16.5    11.0     5.5     0.0
DL-Prec.  : M       0.0    10.3     9.8    28.9    53.7    71.4    82.0    85.6
DC(Max)     V       4.6     4.3     4.3     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    73.8   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    32.2    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.6     0.6     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    23.9    70.2   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.4     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.9    13.2    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   185.7   176.8   515.0   944.2  1232.1  1402.2  1441.6
            V     126.1   120.6   120.9   109.7    92.8    75.9    53.5    36.6
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   126.1   120.6   120.9   109.7    93.6    78.2    63.4    49.1
            M       0.0   190.0   181.0   515.0   899.6  1144.4  1245.4  1211.1
Total     : M+      0.0   374.2   356.2  1041.9  1924.7  2537.2  2902.9  3008.7
            V     209.4   198.8   199.3   177.6   143.8   110.0    70.7    36.8
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   209.4   198.8   199.3   177.6   144.6   112.3    80.5    49.3
            M       0.0   378.6   360.4  1041.9  1880.1  2449.5  2746.1  2778.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.78   72.67   75.00
Self wt.  : M     485.7   422.7   317.8   170.8    58.2    61.1     0.0
(Max)       V       5.5    11.0    16.5    22.0    25.4    25.3    27.0
DL-Prec.  : M      82.0    71.4    53.7    28.9     9.8    10.3     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.3     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    73.8    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    32.2    32.1    34.3
Diaphragm : M       7.5     5.6     3.7     1.7     0.6     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    70.2    23.9    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.4    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    13.2    13.9     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
LL + I    : M+   1402.2  1232.1   944.2   515.0   176.8   185.7     0.0
            V      53.5    75.9    92.8   109.7   120.9   120.6   126.1
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    63.4    78.2    93.6   109.7   120.9   120.6   126.1
            M    1245.4  1144.4   899.6   515.0   181.0   190.0    -0.0
Total     : M+   2902.9  2537.2  1924.7  1041.9   356.2   374.2     0.0
            V      70.7   110.0   143.8   177.6   199.3   198.8   209.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    80.5   112.3   144.6   177.6   199.3   198.8   209.4
            M    2746.1  2449.5  1880.1  1041.9   360.4   378.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               27.0             27.0
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    2.22    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    61.1    58.2   170.8   317.8   422.7   485.7   506.7
(Max)       V      27.0    25.3    25.4    22.0    16.5    11.0     5.5     0.0
DL-Prec.  : M       0.0    10.3     9.8    28.9    53.7    71.4    82.0    85.6
DC(Max)     V       4.6     4.3     4.3     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    73.8   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    32.2    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.6     0.6     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    23.9    70.2   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.4     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.9    13.2    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   148.6   141.4   412.0   755.3   985.7  1121.7  1153.3
            V     100.9    96.5    96.7    87.8    74.2    60.7    42.8    29.3
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   100.9    96.5    96.7    87.8    74.9    62.6    50.7    39.3
            M       0.0   152.0   144.8   412.0   719.7   915.5   996.3   968.9
Total     : M+      0.0   337.1   320.8   938.9  1735.9  2290.8  2622.4  2720.4
            V     184.2   174.7   175.1   155.7   125.2    94.8    60.0    29.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   184.2   174.7   175.1   155.7   125.9    96.6    67.8    39.5
            M       0.0   340.6   324.2   938.9  1700.2  2220.7  2497.0  2536.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.78   72.67   75.00
Self wt.  : M     485.7   422.7   317.8   170.8    58.2    61.1     0.0
(Max)       V       5.5    11.0    16.5    22.0    25.4    25.3    27.0
DL-Prec.  : M      82.0    71.4    53.7    28.9     9.8    10.3     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.3     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    73.8    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    32.2    32.1    34.3
Diaphragm : M       7.5     5.6     3.7     1.7     0.6     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    70.2    23.9    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.4    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    13.2    13.9     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
LL + I    : M+   1121.7   985.7   755.3   412.0   141.4   148.6     0.0
            V      42.8    60.7    74.2    87.8    96.7    96.5   100.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    50.7    62.6    74.9    87.8    96.7    96.5   100.9
            M     996.3   915.5   719.7   412.0   144.8   152.0    -0.0
Total     : M+   2622.4  2290.8  1735.9   938.9   320.8   337.1     0.0
            V      60.0    94.8   125.2   155.7   175.1   174.7   184.2
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    67.8    96.6   125.9   155.7   175.1   174.7   184.2
            M    2497.0  2220.7  1700.2   938.9   324.2   340.6    -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    2.22    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    76.4    72.7   213.5   397.2   528.4   607.1   633.4
(Max)       V      33.8    31.7    31.8    27.5    20.6    13.8     6.9     0.0
Self wt.  : M       0.0    55.0    52.4   153.7   286.0   380.4   437.1   456.0
(Min)       V      24.3    22.8    22.9    19.8    14.9     9.9     5.0     0.0
DL-Prec.  : M       0.0    12.9    12.3    36.1    67.1    89.3   102.5   107.0
DC(Max)     V       5.7     5.4     5.4     4.6     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     9.3     8.8    26.0    48.3    64.3    73.8    77.0
DC(Min)     V       4.1     3.9     3.9     3.3     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    96.9    92.2   270.7   503.7   670.0   769.9   803.1
Haunch (Max)V      42.8    40.2    40.3    34.9    26.2    17.4     8.7     0.0
Deck +    : M       0.0    69.8    66.4   194.9   362.6   482.4   554.3   578.3
Haunch (Min)V      30.8    28.9    29.0    25.1    18.8    12.6     6.3     0.0
Diaphragm : M       0.0     0.7     0.7     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     0.5     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    29.9    87.7   163.1   217.0   249.4   260.2
DC(Max)     V      13.9    13.0    13.1    11.3     8.5     5.6     2.8     0.0
DL-Comp   : M       0.0    22.6    21.5    63.1   117.5   156.3   179.6   187.3
DC(Min)     V      10.0     9.4     9.4     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    20.8    19.8    58.1   108.0   143.7   165.1   172.3
DW(Max)     V       9.2     8.6     8.6     7.5     5.6     3.7     1.9     0.0
DL-Comp   : M       0.0     9.0     8.6    25.2    46.8    62.3    71.6    74.6
DW(Min)     V       4.0     3.7     3.7     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   325.0   309.3   901.3  1652.3  2156.1  2453.8  2522.8
            V     220.7   211.1   211.6   192.0   162.4   132.8    93.6    64.0
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   220.7   211.1   211.6   192.0   163.8   136.9   110.9    85.9
            M       0.0   332.5   316.7   901.3  1574.2  2002.6  2179.4  2119.4
Total     : M+      0.0   564.1   536.9  1569.6  2896.0  3811.5  4357.2  4510.4
            V     326.4   310.2   311.0   278.1   227.0   176.0   115.4    64.3
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   326.4   310.2   311.0   278.1   228.5   180.1   132.6    86.2
            M       0.0   571.7   544.3  1569.6  2817.9  3658.0  4082.8  4107.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.78   72.67   75.00
Self wt.  : M     607.1   528.4   397.2   213.5    72.7    76.4     0.0
(Max)       V       6.9    13.8    20.6    27.5    31.8    31.7    33.8
Self wt.  : M     437.1   380.4   286.0   153.7    52.4    55.0     0.0
(Min)       V       5.0     9.9    14.9    19.8    22.9    22.8    24.3
DL-Prec.  : M     102.5    89.3    67.1    36.1    12.3    12.9     0.0
DC(Max)     V       1.2     2.3     3.5     4.6     5.4     5.4     5.7
DL-Prec.  : M      73.8    64.3    48.3    26.0     8.8     9.3     0.0
DC(Min)     V       0.8     1.7     2.5     3.3     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   503.7   270.7    92.2    96.9     0.0
Haunch (Max)V       8.7    17.4    26.2    34.9    40.3    40.2    42.8
Deck +    : M     554.3   482.4   362.6   194.9    66.4    69.8     0.0
Haunch (Min)V       6.3    12.6    18.8    25.1    29.0    28.9    30.8
Diaphragm : M       9.3     6.9     4.6     2.2     0.7     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     0.5     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    29.9    31.4     0.0
DC(Max)     V       2.8     5.6     8.5    11.3    13.1    13.0    13.9
DL-Comp   : M     179.6   156.3   117.5    63.1    21.5    22.6     0.0
DC(Min)     V       2.0     4.1     6.1     8.1     9.4     9.4    10.0
DL-Comp   : M     165.1   143.7   108.0    58.1    19.8    20.8     0.0
DW(Max)     V       1.9     3.7     5.6     7.5     8.6     8.6     9.2
DL-Comp   : M      71.6    62.3    46.8    25.2     8.6     9.0     0.0
DW(Min)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
LL + I    : M+   2453.8  2156.1  1652.3   901.3   309.3   325.0     0.0
            V      93.6   132.8   162.4   192.0   211.6   211.1   220.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   110.9   136.9   163.8   192.0   211.6   211.1   220.7
            M    2179.4  2002.6  1574.2   901.3   316.7   332.5    -0.0
Total     : M+   4357.2  3811.5  2896.0  1569.6   536.9   564.1     0.0
            V     115.4   176.0   227.0   278.1   311.0   310.2   326.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   132.6   180.1   228.5   278.1   311.0   310.2   326.4
            M    4082.8  3658.0  2817.9  1569.6   544.3   571.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               33.8             33.8
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    2.22    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    61.1    58.2   170.8   317.8   422.7   485.7   506.7
(Max)       V      27.0    25.3    25.4    22.0    16.5    11.0     5.5     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    10.3     9.8    28.9    53.7    71.4    82.0    85.6
DC(Max)     V       4.6     4.3     4.3     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    73.8   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    32.2    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     0.6     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    23.9    70.2   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.4     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    13.9    13.2    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   132.1   125.8   360.9   641.2   831.4   921.5   891.2
            V     102.6    98.1    98.3    89.1    75.5    58.5    45.0    31.4
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   102.6    98.1    98.3    89.1    75.5    62.0    48.4    36.1
            M       0.0   132.1   125.8   360.9   641.2   801.1   840.6   788.3
Total     : M+      0.0   320.7   305.2   887.8  1621.7  2136.5  2422.2  2458.4
            V     186.0   176.2   176.7   157.0   126.5    92.6    62.1    31.7
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   186.0   176.2   176.7   157.0   126.5    96.0    65.6    36.4
            M       0.0   320.7   305.2   887.8  1621.7  2106.2  2341.3  2355.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.78   72.67   75.00
Self wt.  : M     485.7   422.7   317.8   170.8    58.2    61.1     0.0
(Max)       V       5.5    11.0    16.5    22.0    25.4    25.3    27.0
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      82.0    71.4    53.7    28.9     9.8    10.3     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.3     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    73.8    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    32.2    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     0.6     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    70.2    23.9    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.4    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    13.2    13.9     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+    921.5   831.4   641.2   360.9   125.8   132.1     0.0
            V      45.0    58.5    75.5    89.1    98.3    98.1   102.6
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    48.4    62.0    75.5    89.1    98.3    98.1   102.6
            M     840.6   801.1   641.2   360.9   125.8   132.1     0.0
Total     : M+   2422.2  2136.5  1621.7   887.8   305.2   320.7     0.0
            V      62.1    92.6   126.5   157.0   176.7   176.2   186.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    65.6    96.0   126.5   157.0   176.7   176.2   186.0
            M    2341.3  2106.2  1621.7   887.8   305.2   320.7     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    0.129   0.307   0.543   0.709   0.808   0.842   0.767 
Bottom        -0.107  -0.254  -0.446  -0.579  -0.658  -0.685  -0.625 
 
Prestress
Precast-top    0.008  -0.137  -0.373  -0.605  -0.719  -0.719  -0.719 
Bottom         2.172   2.288   2.475   2.657   2.745   2.745   2.745 
 
Total
Precast-top    0.137   0.170   0.170   0.105   0.089   0.123   0.048 
Bottom         2.065   2.035   2.029   2.078   2.087   2.060   2.120 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.55 %)
             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    2.22    6.97   14.60   22.23   29.87   37.50
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -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
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.014   0.041   0.077   0.101   0.116   0.121 
Precast-top    0.016   0.259   0.250   0.583   0.976   1.194   1.347   1.435 
Bottom         0.429   1.686   1.623   1.370   0.983   0.761   0.611   0.531 
 

 
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    0.129   0.307   0.543   0.709   0.808   0.842   0.767 
Bottom        -0.107  -0.254  -0.446  -0.579  -0.658  -0.685  -0.625 
 
Prestress
Precast-top    0.008  -0.137  -0.373  -0.605  -0.719  -0.719  -0.719 
Bottom         2.172   2.288   2.475   2.657   2.745   2.745   2.745 
 
Total
Precast-top    0.137   0.170   0.170   0.105   0.089   0.123   0.048 
Bottom         2.065   2.035   2.029   2.078   2.087   2.060   2.120 
 
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 = 11.55 %)
             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    2.22    6.97   14.60   22.23   29.87   37.50
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -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
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 

 
 
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    2.22    6.97   14.60   22.23   29.87   37.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.058   0.055   0.158   0.281   0.364   0.405   0.396 
Precast-top    0.008   0.161   0.154   0.376   0.637   0.791   0.887   0.925 
Bottom         0.214   0.729   0.703   0.375  -0.055  -0.324  -0.473  -0.488 
 

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
    326.4    6.5   49.7    0.504   3.9   6.00e-3 50.0    337.0     1.622    3.017      0.22
      0.0    0.4   49.5     41.9 0.186      21.8 0.87    12.00     0.101    1.342 
Transfer:   3.00
    310.2    6.5   49.7    2.275  17.7   2.39e-3 37.4    284.8     0.892    1.760      0.00
    571.7    2.0   48.7    189.0 0.172      42.2 1.72    12.00     0.101    1.430 
Critical:   4.72
    298.2    6.5   49.7    2.507  17.7   1.22e-3 33.3    252.3     0.680    0.930      0.00
    943.0    2.2   48.6    189.0 0.165      61.4 2.51    12.00     0.101    1.279 
0.1L    :   7.63
    278.1    6.5   49.7    2.897  17.7   1.23e-3 33.3    230.3     0.624    0.827      0.00
   1569.6    2.5   48.5    189.0 0.154      60.9 2.50    12.00     0.101    1.242 
0.2L    :  15.27
    228.5    6.5   46.6    4.340  17.7   1.14e-3 33.0    177.4     0.511    0.620      0.00
   2817.9    3.0   45.1    189.0 0.134      58.8 2.59    12.00     0.101    1.149 
0.3L    :  22.90
    180.1    6.5   48.8    4.340  17.7   2.19e-3 36.7    139.2     0.439    0.496      0.00
   3658.0    3.0   47.2    189.0 0.099      43.2 1.81    24.00     0.101    1.091 
0.4L    :  30.53
    132.6    6.5   49.8    4.340   0.0   2.64e-3 38.2    108.2     0.353    0.496      0.00
   4082.8    3.0   48.3    189.0 0.078      39.2 1.61    24.00     0.101    1.298 
0.5L    :  38.17
     86.2    6.5   49.8    4.340   0.0   2.31e-3 37.1     53.0     0.166    0.413      0.00
   4107.1    3.0   48.3    189.0 0.051      42.7 1.76    24.00     0.101    1.826 
0.6L    :  45.80
    132.6    6.5   49.8    4.340   0.0   2.64e-3 38.2    108.2     0.353    0.496      0.00
   4082.8    3.0   48.3    189.0 0.078      39.2 1.61    24.00     0.101    1.298 
0.7L    :  53.43
    180.1    6.5   48.8    4.340  17.7   2.19e-3 36.7    139.2     0.439    0.496      0.00
   3658.0    3.0   47.2    189.0 0.099      43.2 1.81    24.00     0.101    1.091 
0.8L    :  61.06
    228.5    6.5   46.6    4.340  17.7   1.14e-3 33.0    177.4     0.511    0.620      0.00
   2817.9    3.0   45.1    189.0 0.134      58.8 2.59    12.00     0.101    1.149 
0.9L    :  68.70
    278.1    6.5   49.7    2.897  17.7   1.23e-3 33.3    230.3     0.624    0.827      0.00
   1569.6    2.5   48.5    189.0 0.154      60.9 2.50    12.00     0.101    1.242 
Critical:  71.61
    298.2    6.5   49.7    2.507  17.7   1.22e-3 33.3    252.3     0.680    0.930      0.00
    943.0    2.2   48.6    189.0 0.165      61.4 2.51    12.00     0.101    1.279 
Transfer:  73.33
    310.2    6.5   49.7    2.275  17.7   2.39e-3 37.4    284.8     0.892    1.760      0.00
    571.7    2.0   48.7    189.0 0.172      42.2 1.72    12.00     0.101    1.430 
Bearing :  75.67
    326.4    6.5   49.7    0.504   3.9   6.00e-3 50.0    337.0     1.622    3.017      0.22
      0.0    0.4   49.5     41.9 0.186      21.8 0.87    12.00     0.101    1.342 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  850.73
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.70
 
 
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
    326.4      7.32     49.75    0.45       49.53    24.00      0.300      1.691      0.000      3.017 
Transfer:      2.33
    310.2      7.07     49.75    2.00       48.75    24.00      0.300      1.607      0.000      1.760 
Critical:      4.05
    298.3      6.81     49.75    2.20       48.65    24.00      0.300      1.521      0.000      0.930 
0.1L    :      6.97
    278.1      6.37     49.75    2.54       48.48    24.00      0.300      1.375      0.000      0.827 
0.2L    :     14.60
    228.5      5.63     46.59    3.04       45.07    24.00      0.300      1.128      0.000      0.620 
0.3L    :     22.23
    180.1      4.24     48.76    3.04       47.24    24.00      0.300      0.662      0.000      0.496 
0.4L    :     29.87
    132.6      3.05     49.85    3.04       48.33    24.00      0.300      0.267      0.000      0.496 
0.5L    :     37.50
     86.2      1.98     49.85    3.04       48.33    24.00      0.300      0.000      0.000      0.413 
0.6L    :     45.13
    132.6      3.05     49.85    3.04       48.33    24.00      0.300      0.267      0.000      0.496 
0.7L    :     52.77
    180.1      4.24     48.76    3.04       47.24    24.00      0.300      0.662      0.000      0.496 
0.8L    :     60.40
    228.5      5.63     46.59    3.04       45.07    24.00      0.300      1.128      0.000      0.620 
0.9L    :     68.03
    278.1      6.37     49.75    2.54       48.48    24.00      0.300      1.375      0.000      0.827 
Critical:     70.95
    298.3      6.81     49.75    2.20       48.65    24.00      0.300      1.521      0.000      0.930 
Transfer:     72.67
    310.2      7.07     49.75    2.00       48.75    24.00      0.300      1.607      0.000      1.760 
Bearing :     75.00
    326.4      7.32     49.75    0.45       49.53    24.00      0.300      1.691      0.000      3.017 
 

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      :       0.562  1.80      1.012  2.20      1.237
Self Wt.       :      -0.207  1.85     -0.382  2.40     -0.496
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          :       0.356            0.630            0.741
 
At 0.2 x L = 14.60 ft
Prestress      :       1.018  1.80      1.833  2.20      2.240
Self Wt.       :      -0.388  1.85     -0.718  2.40     -0.932
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          :       0.630            1.114            1.308
 
At 0.3 x L = 22.23 ft
Prestress      :       1.349  1.80      2.429  2.20      2.968
Self Wt.       :      -0.527  1.85     -0.976  2.40     -1.266
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          :       0.822            1.453            1.702
 
At 0.4 x L = 29.87 ft
Prestress      :       1.551  1.80      2.792  2.20      3.412
Self Wt.       :      -0.615  1.85     -1.138  2.40     -1.476
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          :       0.936            1.654            1.936
 
At 0.5 x L = 37.50 ft
Prestress      :       1.621  1.80      2.918  2.20      3.567
Self Wt.       :      -0.646  1.85     -1.195  2.40     -1.550
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          :       0.975            1.723            2.017
 
At 0.6 x L = 45.13 ft
Prestress      :       1.551  1.80      2.792  2.20      3.412
Self Wt.       :      -0.615  1.85     -1.138  2.40     -1.476
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          :       0.936            1.654            1.936
 
At 0.7 x L = 52.77 ft
Prestress      :       1.349  1.80      2.429  2.20      2.968
Self Wt.       :      -0.527  1.85     -0.976  2.40     -1.266
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          :       0.822            1.453            1.702
 
At 0.8 x L = 60.40 ft
Prestress      :       1.018  1.80      1.833  2.20      2.240
Self Wt.       :      -0.388  1.85     -0.718  2.40     -0.932
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          :       0.630            1.114            1.308
 
At 0.9 x L = 68.03 ft
Prestress      :       0.562  1.80      1.012  2.20      1.237
Self Wt.       :      -0.207  1.85     -0.382  2.40     -0.496
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          :       0.356            0.630            0.741
 

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
   564.1    43.1  2.844  265.9    2.4   2.00   2652.8  0.062T 1.00       -       -     -     -  
H/2     :   2.22
   536.9    43.1  2.734  266.0    2.3   1.93   2551.8  0.065T 1.00       -       -     -     -  
0.1L    :   6.97
  1569.6    44.4  3.621  264.9    3.0   2.54   3449.1  0.048T 1.00       -       -     -     -  
0.2L    :  14.60
  2896.0    46.6  4.340  264.2    3.6   3.04   4306.9  0.040T 1.00    669.0   669.0    6.44    -  
0.3L    :  22.23
  3811.5    48.8  4.340  264.5    3.6   3.04   4518.6  0.040T 1.00    540.2   540.2    8.36    -  
0.4L    :  29.87
  4357.2    49.8  4.340  264.6    3.6   3.04   4624.4  0.040T 1.00    463.4   463.4    9.98    -  
0.5L    :  37.50
  4510.4    49.8  4.340  264.6    3.6   3.04   4624.4  0.040T 1.00    434.5   434.5   10.64    -  
0.6L    :  45.13
  4357.2    49.8  4.340  264.6    3.6   3.04   4624.4  0.040T 1.00    463.4   463.4    9.98    -  
0.7L    :  52.77
  3811.5    48.8  4.340  264.5    3.6   3.04   4518.6  0.040T 1.00    540.2   540.2    8.36    -  
0.8L    :  60.40
  2896.0    46.6  4.340  264.2    3.6   3.04   4306.9  0.040T 1.00    669.0   669.0    6.44    -  
0.9L    :  68.03
  1569.6    44.4  3.621  264.9    3.0   2.54   3449.1  0.048T 1.00       -       -     -     -  
H/2     :  72.78
   536.9    43.1  2.734  266.0    2.3   1.93   2551.8  0.065T 1.00       -       -     -     -  
Transfer:  72.67
   564.1    43.1  2.844  265.9    2.4   2.00   2652.8  0.062T 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 1-10; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.036
        M   2.00 Fb     0.188
 
  2   2 E  42.00 Ft     0.355
        M   4.00 Fb     0.141
 
  3   2 E  40.00 Ft     0.651
        M   2.00 Fb     0.114
 
  4   2 E   6.00 Ft     0.604
        M   6.00 Fb     0.371
 
  5   2 E   6.00 Ft     0.557
        M   6.00 Fb     0.628
 
  6   2 E   6.00 Ft     0.510
        M   6.00 Fb     0.885
 
  7   2 E   2.00 Ft     0.416
        M   2.00 Fb     1.180
 
  8   2 E   2.00 Ft     0.323
        M   2.00 Fb     1.475
 
  9   2 E   2.00 Ft     0.230
        M   2.00 Fb     1.770
 
 10   2 E   2.00 Ft     0.137
        M   2.00 Fb     2.065
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTC         
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:  20
No. of strands, Draped:   4           No. of strands, Straight:  16
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.67 %               Final losses: 11.48 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.120     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.089   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4624.42     4510.43     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  -0.000     Bearing    1.800   0.121     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   1.435     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   1.686    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.000     Bearing
    Pre.Bot:  -0.465  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.925     Midspan
    Pre.Bot:                                                             2.400   0.729    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      :       1.621  1.80      2.918  2.20      3.567
Self Wt.       :      -0.646  1.85     -1.195  2.40     -1.550
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          :       0.975            1.723            2.017
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              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 = 76.330 ft
Release length = 76.330 ft
Design  length = 75.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.770   (Calculated)    
Live Moment (1  lane  loaded)  : 0.544   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.169   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.936   (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                  =        691.8 in2           1459.2 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           479640 in4#
Ht. of c.g.           =        20.74 in             35.76 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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     2.22     6.97    14.60    22.23    29.87    37.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    696.8    714.4    713.5    714.4    714.4    714.4    714.4    714.4
  Yb      ,  in    20.67    20.40    20.42    20.36    20.29    20.23    20.19    20.19
  MI(Ixx) , in4   179461   181426   181319   182075   183310   184752   185550   185550
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1463.8   1480.2   1479.4   1480.2   1480.2   1480.2   1480.2   1480.2
  Yb      ,  in    35.68    35.39    35.41    35.37    35.34    35.31    35.30    35.30
  MI(Ixx) , in4   482530   493232   492679   494667   497188   499905   501336   501336

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 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           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  20 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 26.72 ft from member end )
END PATTERN (Ycg = 11.00 in):
    10 @  2.000 in     6 @  6.000 in     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.40 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 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     =    4.34 in2      Initial Pull          =      850.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.923 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.903 ft
Holddown Force        =  20.028 kips     Beam Shrtng (PL/AE)   =      0.238 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)       
--------------------------------------------------------------------------------------
      1528.096         740 1130.791     13.582 55005.426   830.776     483.164        
 
 
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       2.75       0.1250      0.5833     No
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       4.50       1.7500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.5000      4.5000    Yes
      2      US#5[M16]       60.00        0.62       8.00       4.5000      5.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1670     10.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.4167     20.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.4167     36.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      36.6670     39.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      39.6631     55.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00      55.9134     65.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00      65.9134     71.1631    Yes
      2      US#5[M16]       60.00        0.62       8.00      71.1631     71.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      71.8301     73.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      73.8301     74.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      74.5801     75.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      75.7467     76.2051     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 76.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.3400 in2       Ycg =  3.40 in
         P_init    =      850.7 kips  Ecc = 17.34 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.12 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.792 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.68 ksi    0.00 ksi
    due to Composite Loads                                 -1.44 ksi    0.00 ksi
    due to Live Loads                                      -5.15 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                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.25 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.12 ksi  ( 5.67 %)            11.38 ksi ( 5.81 %)
Total Prestress Losses                                    22.50 ksi (11.48 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.22    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    61.1    58.2   170.8   317.8   422.7   485.7   506.7
(Max)       V      27.0    25.3    25.4    22.0    16.5    11.0     5.5     0.0
DL-Prec.  : M       0.0    10.3     9.8    28.9    53.7    71.4    82.0    85.6
DC(Max)     V       4.6     4.3     4.3     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    73.8   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    32.2    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.6     0.6     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    23.9    70.2   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.4     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.9    13.2    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   185.7   176.8   515.0   944.2  1232.1  1402.2  1441.6
            V     126.1   120.6   120.9   109.7    92.8    75.9    53.5    36.6
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   126.1   120.6   120.9   109.7    93.6    78.2    63.4    49.1
            M       0.0   190.0   181.0   515.0   899.6  1144.4  1245.4  1211.1
Total     : M+      0.0   374.2   356.2  1041.9  1924.7  2537.2  2902.9  3008.7
            V     209.4   198.8   199.3   177.6   143.8   110.0    70.7    36.8
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   209.4   198.8   199.3   177.6   144.6   112.3    80.5    49.3
            M       0.0   378.6   360.4  1041.9  1880.1  2449.5  2746.1  2778.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.78   72.67   75.00
Self wt.  : M     485.7   422.7   317.8   170.8    58.2    61.1     0.0
(Max)       V       5.5    11.0    16.5    22.0    25.4    25.3    27.0
DL-Prec.  : M      82.0    71.4    53.7    28.9     9.8    10.3     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.3     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    73.8    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    32.2    32.1    34.3
Diaphragm : M       7.5     5.6     3.7     1.7     0.6     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    70.2    23.9    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.4    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    13.2    13.9     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
LL + I    : M+   1402.2  1232.1   944.2   515.0   176.8   185.7     0.0
            V      53.5    75.9    92.8   109.7   120.9   120.6   126.1
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    63.4    78.2    93.6   109.7   120.9   120.6   126.1
            M    1245.4  1144.4   899.6   515.0   181.0   190.0    -0.0
Total     : M+   2902.9  2537.2  1924.7  1041.9   356.2   374.2     0.0
            V      70.7   110.0   143.8   177.6   199.3   198.8   209.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    80.5   112.3   144.6   177.6   199.3   198.8   209.4
            M    2746.1  2449.5  1880.1  1041.9   360.4   378.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               27.0             27.0
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    2.22    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    61.1    58.2   170.8   317.8   422.7   485.7   506.7
(Max)       V      27.0    25.3    25.4    22.0    16.5    11.0     5.5     0.0
DL-Prec.  : M       0.0    10.3     9.8    28.9    53.7    71.4    82.0    85.6
DC(Max)     V       4.6     4.3     4.3     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    73.8   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    32.2    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.6     0.6     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    23.9    70.2   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.4     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.9    13.2    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   148.6   141.4   412.0   755.3   985.7  1121.7  1153.3
            V     100.9    96.5    96.7    87.8    74.2    60.7    42.8    29.3
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   100.9    96.5    96.7    87.8    74.9    62.6    50.7    39.3
            M       0.0   152.0   144.8   412.0   719.7   915.5   996.3   968.9
Total     : M+      0.0   337.1   320.8   938.9  1735.9  2290.8  2622.4  2720.4
            V     184.2   174.7   175.1   155.7   125.2    94.8    60.0    29.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   184.2   174.7   175.1   155.7   125.9    96.6    67.8    39.5
            M       0.0   340.6   324.2   938.9  1700.2  2220.7  2497.0  2536.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.78   72.67   75.00
Self wt.  : M     485.7   422.7   317.8   170.8    58.2    61.1     0.0
(Max)       V       5.5    11.0    16.5    22.0    25.4    25.3    27.0
DL-Prec.  : M      82.0    71.4    53.7    28.9     9.8    10.3     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.3     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    73.8    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    32.2    32.1    34.3
Diaphragm : M       7.5     5.6     3.7     1.7     0.6     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    70.2    23.9    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.4    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    13.2    13.9     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
LL + I    : M+   1121.7   985.7   755.3   412.0   141.4   148.6     0.0
            V      42.8    60.7    74.2    87.8    96.7    96.5   100.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    50.7    62.6    74.9    87.8    96.7    96.5   100.9
            M     996.3   915.5   719.7   412.0   144.8   152.0    -0.0
Total     : M+   2622.4  2290.8  1735.9   938.9   320.8   337.1     0.0
            V      60.0    94.8   125.2   155.7   175.1   174.7   184.2
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    67.8    96.6   125.9   155.7   175.1   174.7   184.2
            M    2497.0  2220.7  1700.2   938.9   324.2   340.6    -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    2.22    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    76.4    72.7   213.5   397.2   528.4   607.1   633.4
(Max)       V      33.8    31.7    31.8    27.5    20.6    13.8     6.9     0.0
Self wt.  : M       0.0    55.0    52.4   153.7   286.0   380.4   437.1   456.0
(Min)       V      24.3    22.8    22.9    19.8    14.9     9.9     5.0     0.0
DL-Prec.  : M       0.0    12.9    12.3    36.1    67.1    89.3   102.5   107.0
DC(Max)     V       5.7     5.4     5.4     4.6     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     9.3     8.8    26.0    48.3    64.3    73.8    77.0
DC(Min)     V       4.1     3.9     3.9     3.3     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    96.9    92.2   270.7   503.7   670.0   769.9   803.1
Haunch (Max)V      42.8    40.2    40.3    34.9    26.2    17.4     8.7     0.0
Deck +    : M       0.0    69.8    66.4   194.9   362.6   482.4   554.3   578.3
Haunch (Min)V      30.8    28.9    29.0    25.1    18.8    12.6     6.3     0.0
Diaphragm : M       0.0     0.7     0.7     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     0.5     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    29.9    87.7   163.1   217.0   249.4   260.2
DC(Max)     V      13.9    13.0    13.1    11.3     8.5     5.6     2.8     0.0
DL-Comp   : M       0.0    22.6    21.5    63.1   117.5   156.3   179.6   187.3
DC(Min)     V      10.0     9.4     9.4     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    20.8    19.8    58.1   108.0   143.7   165.1   172.3
DW(Max)     V       9.2     8.6     8.6     7.5     5.6     3.7     1.9     0.0
DL-Comp   : M       0.0     9.0     8.6    25.2    46.8    62.3    71.6    74.6
DW(Min)     V       4.0     3.7     3.7     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   325.0   309.3   901.3  1652.3  2156.1  2453.8  2522.8
            V     220.7   211.1   211.6   192.0   162.4   132.8    93.6    64.0
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   220.7   211.1   211.6   192.0   163.8   136.9   110.9    85.9
            M       0.0   332.5   316.7   901.3  1574.2  2002.6  2179.4  2119.4
Total     : M+      0.0   564.1   536.9  1569.6  2896.0  3811.5  4357.2  4510.4
            V     326.4   310.2   311.0   278.1   227.0   176.0   115.4    64.3
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   326.4   310.2   311.0   278.1   228.5   180.1   132.6    86.2
            M       0.0   571.7   544.3  1569.6  2817.9  3658.0  4082.8  4107.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.78   72.67   75.00
Self wt.  : M     607.1   528.4   397.2   213.5    72.7    76.4     0.0
(Max)       V       6.9    13.8    20.6    27.5    31.8    31.7    33.8
Self wt.  : M     437.1   380.4   286.0   153.7    52.4    55.0     0.0
(Min)       V       5.0     9.9    14.9    19.8    22.9    22.8    24.3
DL-Prec.  : M     102.5    89.3    67.1    36.1    12.3    12.9     0.0
DC(Max)     V       1.2     2.3     3.5     4.6     5.4     5.4     5.7
DL-Prec.  : M      73.8    64.3    48.3    26.0     8.8     9.3     0.0
DC(Min)     V       0.8     1.7     2.5     3.3     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   503.7   270.7    92.2    96.9     0.0
Haunch (Max)V       8.7    17.4    26.2    34.9    40.3    40.2    42.8
Deck +    : M     554.3   482.4   362.6   194.9    66.4    69.8     0.0
Haunch (Min)V       6.3    12.6    18.8    25.1    29.0    28.9    30.8
Diaphragm : M       9.3     6.9     4.6     2.2     0.7     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     0.5     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    29.9    31.4     0.0
DC(Max)     V       2.8     5.6     8.5    11.3    13.1    13.0    13.9
DL-Comp   : M     179.6   156.3   117.5    63.1    21.5    22.6     0.0
DC(Min)     V       2.0     4.1     6.1     8.1     9.4     9.4    10.0
DL-Comp   : M     165.1   143.7   108.0    58.1    19.8    20.8     0.0
DW(Max)     V       1.9     3.7     5.6     7.5     8.6     8.6     9.2
DL-Comp   : M      71.6    62.3    46.8    25.2     8.6     9.0     0.0
DW(Min)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
LL + I    : M+   2453.8  2156.1  1652.3   901.3   309.3   325.0     0.0
            V      93.6   132.8   162.4   192.0   211.6   211.1   220.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   110.9   136.9   163.8   192.0   211.6   211.1   220.7
            M    2179.4  2002.6  1574.2   901.3   316.7   332.5    -0.0
Total     : M+   4357.2  3811.5  2896.0  1569.6   536.9   564.1     0.0
            V     115.4   176.0   227.0   278.1   311.0   310.2   326.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   132.6   180.1   228.5   278.1   311.0   310.2   326.4
            M    4082.8  3658.0  2817.9  1569.6   544.3   571.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               33.8             33.8
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    2.22    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    61.1    58.2   170.8   317.8   422.7   485.7   506.7
(Max)       V      27.0    25.3    25.4    22.0    16.5    11.0     5.5     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    10.3     9.8    28.9    53.7    71.4    82.0    85.6
DC(Max)     V       4.6     4.3     4.3     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    73.8   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    32.2    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     0.6     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    23.9    70.2   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.4     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    13.9    13.2    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   132.1   125.8   360.9   641.2   831.4   921.5   891.2
            V     102.6    98.1    98.3    89.1    75.5    58.5    45.0    31.4
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   102.6    98.1    98.3    89.1    75.5    62.0    48.4    36.1
            M       0.0   132.1   125.8   360.9   641.2   801.1   840.6   788.3
Total     : M+      0.0   320.7   305.2   887.8  1621.7  2136.5  2422.2  2458.4
            V     186.0   176.2   176.7   157.0   126.5    92.6    62.1    31.7
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   186.0   176.2   176.7   157.0   126.5    96.0    65.6    36.4
            M       0.0   320.7   305.2   887.8  1621.7  2106.2  2341.3  2355.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.78   72.67   75.00
Self wt.  : M     485.7   422.7   317.8   170.8    58.2    61.1     0.0
(Max)       V       5.5    11.0    16.5    22.0    25.4    25.3    27.0
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      82.0    71.4    53.7    28.9     9.8    10.3     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.3     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    73.8    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    32.2    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     0.6     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    70.2    23.9    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.4    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    13.2    13.9     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+    921.5   831.4   641.2   360.9   125.8   132.1     0.0
            V      45.0    58.5    75.5    89.1    98.3    98.1   102.6
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    48.4    62.0    75.5    89.1    98.3    98.1   102.6
            M     840.6   801.1   641.2   360.9   125.8   132.1     0.0
Total     : M+   2422.2  2136.5  1621.7   887.8   305.2   320.7     0.0
            V      62.1    92.6   126.5   157.0   176.7   176.2   186.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    65.6    96.0   126.5   157.0   176.7   176.2   186.0
            M    2341.3  2106.2  1621.7   887.8   305.2   320.7     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    0.129   0.307   0.543   0.709   0.808   0.842   0.767 
Bottom        -0.107  -0.254  -0.446  -0.579  -0.658  -0.685  -0.625 
 
Prestress
Precast-top    0.008  -0.137  -0.373  -0.605  -0.719  -0.719  -0.719 
Bottom         2.172   2.288   2.475   2.657   2.745   2.745   2.745 
 
Total
Precast-top    0.137   0.170   0.170   0.105   0.089   0.123   0.048 
Bottom         2.065   2.035   2.029   2.078   2.087   2.060   2.120 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.55 %)
             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    2.22    6.97   14.60   22.23   29.87   37.50
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -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
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.014   0.041   0.077   0.101   0.116   0.121 
Precast-top    0.016   0.259   0.250   0.583   0.976   1.194   1.347   1.435 
Bottom         0.429   1.686   1.623   1.370   0.983   0.761   0.611   0.531 
 

 
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    0.129   0.307   0.543   0.709   0.808   0.842   0.767 
Bottom        -0.107  -0.254  -0.446  -0.579  -0.658  -0.685  -0.625 
 
Prestress
Precast-top    0.008  -0.137  -0.373  -0.605  -0.719  -0.719  -0.719 
Bottom         2.172   2.288   2.475   2.657   2.745   2.745   2.745 
 
Total
Precast-top    0.137   0.170   0.170   0.105   0.089   0.123   0.048 
Bottom         2.065   2.035   2.029   2.078   2.087   2.060   2.120 
 
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 = 11.55 %)
             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    2.22    6.97   14.60   22.23   29.87   37.50
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -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
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 

 
 
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    2.22    6.97   14.60   22.23   29.87   37.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.058   0.055   0.158   0.281   0.364   0.405   0.396 
Precast-top    0.008   0.161   0.154   0.376   0.637   0.791   0.887   0.925 
Bottom         0.214   0.729   0.703   0.375  -0.055  -0.324  -0.473  -0.488 
 

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
    326.4    6.5   49.7    0.504   3.9   6.00e-3 50.0    337.0     1.622    3.017      0.22
      0.0    0.4   49.5     41.9 0.186      21.8 0.87    12.00     0.101    1.342 
Transfer:   3.00
    310.2    6.5   49.7    2.275  17.7   2.39e-3 37.4    284.8     0.892    1.760      0.00
    571.7    2.0   48.7    189.0 0.172      42.2 1.72    12.00     0.101    1.430 
Critical:   4.72
    298.2    6.5   49.7    2.507  17.7   1.22e-3 33.3    252.3     0.680    0.930      0.00
    943.0    2.2   48.6    189.0 0.165      61.4 2.51    12.00     0.101    1.279 
0.1L    :   7.63
    278.1    6.5   49.7    2.897  17.7   1.23e-3 33.3    230.3     0.624    0.827      0.00
   1569.6    2.5   48.5    189.0 0.154      60.9 2.50    12.00     0.101    1.242 
0.2L    :  15.27
    228.5    6.5   46.6    4.340  17.7   1.14e-3 33.0    177.4     0.511    0.620      0.00
   2817.9    3.0   45.1    189.0 0.134      58.8 2.59    12.00     0.101    1.149 
0.3L    :  22.90
    180.1    6.5   48.8    4.340  17.7   2.19e-3 36.7    139.2     0.439    0.496      0.00
   3658.0    3.0   47.2    189.0 0.099      43.2 1.81    24.00     0.101    1.091 
0.4L    :  30.53
    132.6    6.5   49.8    4.340   0.0   2.64e-3 38.2    108.2     0.353    0.496      0.00
   4082.8    3.0   48.3    189.0 0.078      39.2 1.61    24.00     0.101    1.298 
0.5L    :  38.17
     86.2    6.5   49.8    4.340   0.0   2.31e-3 37.1     53.0     0.166    0.413      0.00
   4107.1    3.0   48.3    189.0 0.051      42.7 1.76    24.00     0.101    1.826 
0.6L    :  45.80
    132.6    6.5   49.8    4.340   0.0   2.64e-3 38.2    108.2     0.353    0.496      0.00
   4082.8    3.0   48.3    189.0 0.078      39.2 1.61    24.00     0.101    1.298 
0.7L    :  53.43
    180.1    6.5   48.8    4.340  17.7   2.19e-3 36.7    139.2     0.439    0.496      0.00
   3658.0    3.0   47.2    189.0 0.099      43.2 1.81    24.00     0.101    1.091 
0.8L    :  61.06
    228.5    6.5   46.6    4.340  17.7   1.14e-3 33.0    177.4     0.511    0.620      0.00
   2817.9    3.0   45.1    189.0 0.134      58.8 2.59    12.00     0.101    1.149 
0.9L    :  68.70
    278.1    6.5   49.7    2.897  17.7   1.23e-3 33.3    230.3     0.624    0.827      0.00
   1569.6    2.5   48.5    189.0 0.154      60.9 2.50    12.00     0.101    1.242 
Critical:  71.61
    298.2    6.5   49.7    2.507  17.7   1.22e-3 33.3    252.3     0.680    0.930      0.00
    943.0    2.2   48.6    189.0 0.165      61.4 2.51    12.00     0.101    1.279 
Transfer:  73.33
    310.2    6.5   49.7    2.275  17.7   2.39e-3 37.4    284.8     0.892    1.760      0.00
    571.7    2.0   48.7    189.0 0.172      42.2 1.72    12.00     0.101    1.430 
Bearing :  75.67
    326.4    6.5   49.7    0.504   3.9   6.00e-3 50.0    337.0     1.622    3.017      0.22
      0.0    0.4   49.5     41.9 0.186      21.8 0.87    12.00     0.101    1.342 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  850.73
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.70
 
 
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
    326.4      7.32     49.75    0.45       49.53    24.00      0.300      1.691      0.000      3.017 
Transfer:      2.33
    310.2      7.07     49.75    2.00       48.75    24.00      0.300      1.607      0.000      1.760 
Critical:      4.05
    298.3      6.81     49.75    2.20       48.65    24.00      0.300      1.521      0.000      0.930 
0.1L    :      6.97
    278.1      6.37     49.75    2.54       48.48    24.00      0.300      1.375      0.000      0.827 
0.2L    :     14.60
    228.5      5.63     46.59    3.04       45.07    24.00      0.300      1.128      0.000      0.620 
0.3L    :     22.23
    180.1      4.24     48.76    3.04       47.24    24.00      0.300      0.662      0.000      0.496 
0.4L    :     29.87
    132.6      3.05     49.85    3.04       48.33    24.00      0.300      0.267      0.000      0.496 
0.5L    :     37.50
     86.2      1.98     49.85    3.04       48.33    24.00      0.300      0.000      0.000      0.413 
0.6L    :     45.13
    132.6      3.05     49.85    3.04       48.33    24.00      0.300      0.267      0.000      0.496 
0.7L    :     52.77
    180.1      4.24     48.76    3.04       47.24    24.00      0.300      0.662      0.000      0.496 
0.8L    :     60.40
    228.5      5.63     46.59    3.04       45.07    24.00      0.300      1.128      0.000      0.620 
0.9L    :     68.03
    278.1      6.37     49.75    2.54       48.48    24.00      0.300      1.375      0.000      0.827 
Critical:     70.95
    298.3      6.81     49.75    2.20       48.65    24.00      0.300      1.521      0.000      0.930 
Transfer:     72.67
    310.2      7.07     49.75    2.00       48.75    24.00      0.300      1.607      0.000      1.760 
Bearing :     75.00
    326.4      7.32     49.75    0.45       49.53    24.00      0.300      1.691      0.000      3.017 
 

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      :       0.562  1.80      1.012  2.20      1.237
Self Wt.       :      -0.207  1.85     -0.382  2.40     -0.496
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          :       0.356            0.630            0.741
 
At 0.2 x L = 14.60 ft
Prestress      :       1.018  1.80      1.833  2.20      2.240
Self Wt.       :      -0.388  1.85     -0.718  2.40     -0.932
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          :       0.630            1.114            1.308
 
At 0.3 x L = 22.23 ft
Prestress      :       1.349  1.80      2.429  2.20      2.968
Self Wt.       :      -0.527  1.85     -0.976  2.40     -1.266
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          :       0.822            1.453            1.702
 
At 0.4 x L = 29.87 ft
Prestress      :       1.551  1.80      2.792  2.20      3.412
Self Wt.       :      -0.615  1.85     -1.138  2.40     -1.476
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          :       0.936            1.654            1.936
 
At 0.5 x L = 37.50 ft
Prestress      :       1.621  1.80      2.918  2.20      3.567
Self Wt.       :      -0.646  1.85     -1.195  2.40     -1.550
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          :       0.975            1.723            2.017
 
At 0.6 x L = 45.13 ft
Prestress      :       1.551  1.80      2.792  2.20      3.412
Self Wt.       :      -0.615  1.85     -1.138  2.40     -1.476
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          :       0.936            1.654            1.936
 
At 0.7 x L = 52.77 ft
Prestress      :       1.349  1.80      2.429  2.20      2.968
Self Wt.       :      -0.527  1.85     -0.976  2.40     -1.266
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          :       0.822            1.453            1.702
 
At 0.8 x L = 60.40 ft
Prestress      :       1.018  1.80      1.833  2.20      2.240
Self Wt.       :      -0.388  1.85     -0.718  2.40     -0.932
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          :       0.630            1.114            1.308
 
At 0.9 x L = 68.03 ft
Prestress      :       0.562  1.80      1.012  2.20      1.237
Self Wt.       :      -0.207  1.85     -0.382  2.40     -0.496
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          :       0.356            0.630            0.741
 

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
   564.1    43.1  2.844  265.9    2.4   2.00   2652.8  0.062T 1.00       -       -     -     -  
H/2     :   2.22
   536.9    43.1  2.734  266.0    2.3   1.93   2551.8  0.065T 1.00       -       -     -     -  
0.1L    :   6.97
  1569.6    44.4  3.621  264.9    3.0   2.54   3449.1  0.048T 1.00       -       -     -     -  
0.2L    :  14.60
  2896.0    46.6  4.340  264.2    3.6   3.04   4306.9  0.040T 1.00    669.0   669.0    6.44    -  
0.3L    :  22.23
  3811.5    48.8  4.340  264.5    3.6   3.04   4518.6  0.040T 1.00    540.2   540.2    8.36    -  
0.4L    :  29.87
  4357.2    49.8  4.340  264.6    3.6   3.04   4624.4  0.040T 1.00    463.4   463.4    9.98    -  
0.5L    :  37.50
  4510.4    49.8  4.340  264.6    3.6   3.04   4624.4  0.040T 1.00    434.5   434.5   10.64    -  
0.6L    :  45.13
  4357.2    49.8  4.340  264.6    3.6   3.04   4624.4  0.040T 1.00    463.4   463.4    9.98    -  
0.7L    :  52.77
  3811.5    48.8  4.340  264.5    3.6   3.04   4518.6  0.040T 1.00    540.2   540.2    8.36    -  
0.8L    :  60.40
  2896.0    46.6  4.340  264.2    3.6   3.04   4306.9  0.040T 1.00    669.0   669.0    6.44    -  
0.9L    :  68.03
  1569.6    44.4  3.621  264.9    3.0   2.54   3449.1  0.048T 1.00       -       -     -     -  
H/2     :  72.78
   536.9    43.1  2.734  266.0    2.3   1.93   2551.8  0.065T 1.00       -       -     -     -  
Transfer:  72.67
   564.1    43.1  2.844  265.9    2.4   2.00   2652.8  0.062T 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 1-10; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.036
        M   2.00 Fb     0.188
 
  2   2 E  42.00 Ft     0.355
        M   4.00 Fb     0.141
 
  3   2 E  40.00 Ft     0.651
        M   2.00 Fb     0.114
 
  4   2 E   6.00 Ft     0.604
        M   6.00 Fb     0.371
 
  5   2 E   6.00 Ft     0.557
        M   6.00 Fb     0.628
 
  6   2 E   6.00 Ft     0.510
        M   6.00 Fb     0.885
 
  7   2 E   2.00 Ft     0.416
        M   2.00 Fb     1.180
 
  8   2 E   2.00 Ft     0.323
        M   2.00 Fb     1.475
 
  9   2 E   2.00 Ft     0.230
        M   2.00 Fb     1.770
 
 10   2 E   2.00 Ft     0.137
        M   2.00 Fb     2.065
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTC         
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:  20
No. of strands, Draped:   4           No. of strands, Straight:  16
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.67 %               Final losses: 11.48 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.120     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.089   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4624.42     4510.43     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  -0.000     Bearing    1.800   0.121     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   1.435     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   1.686    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.000     Bearing
    Pre.Bot:  -0.465  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.925     Midspan
    Pre.Bot:                                                             2.400   0.729    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      :       1.621  1.80      2.918  2.20      3.567
Self Wt.       :      -0.646  1.85     -1.195  2.40     -1.550
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          :       0.975            1.723            2.017
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              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 = 76.330 ft
Release length = 76.330 ft
Design  length = 75.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.753   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.929   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.024   (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                  =        691.8 in2           1367.7 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           461073 in4#
Ht. of c.g.           =        20.74 in             34.85 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1525.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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     2.22     6.97    14.60    22.23    29.87    37.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    696.8    714.4    713.5    714.4    714.4    714.4    714.4    714.4
  Yb      ,  in    20.67    20.40    20.42    20.36    20.29    20.23    20.19    20.19
  MI(Ixx) , in4   179461   181426   181319   182075   183310   184752   185550   185550
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1372.3   1388.7   1387.9   1388.7   1388.7   1388.7   1388.7   1388.7
  Yb      ,  in    34.76    34.47    34.49    34.45    34.42    34.39    34.37    34.37
  MI(Ixx) , in4   463756   473703   473189   475087   477524   480156   481546   481546

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 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           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  20 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 26.72 ft from member end )
END PATTERN (Ycg = 11.00 in):
    10 @  2.000 in     6 @  6.000 in     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.40 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 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     =    4.34 in2      Initial Pull          =      850.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.864 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.830 ft
Holddown Force        =  20.028 kips     Beam Shrtng (PL/AE)   =      0.238 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)       
--------------------------------------------------------------------------------------
      1528.096         740 1130.791     13.582 55005.426   830.776     483.164        
 
 
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       2.75       0.1250      0.5833     No
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       4.50       1.7500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.5000      4.5000    Yes
      2      US#5[M16]       60.00        0.62       8.00       4.5000      5.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1670     10.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.4167     20.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.4167     36.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      36.6670     39.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      39.6631     55.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00      55.9134     65.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00      65.9134     71.1631    Yes
      2      US#5[M16]       60.00        0.62       8.00      71.1631     71.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      71.8301     73.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      73.8301     74.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      74.5801     75.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      75.7467     76.2051     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 76.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.3400 in2       Ycg =  3.40 in
         P_init    =      850.7 kips  Ecc = 17.34 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.12 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.792 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.12 ksi    0.00 ksi
    due to Composite Loads                                 -1.46 ksi    0.00 ksi
    due to Live Loads                                      -5.41 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                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.25 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.12 ksi  ( 5.67 %)            11.67 ksi ( 5.95 %)
Total Prestress Losses                                    22.79 ksi (11.63 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    61.1    58.2   170.8   317.8   422.7   485.7   506.7
(Max)       V      27.0    25.3    25.4    22.0    16.5    11.0     5.5     0.0
DL-Prec.  : M       0.0     9.4     9.0    26.4    49.0    65.2    74.9    78.2
DC(Max)     V       4.2     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
Deck +    : M       0.0    68.3    65.0   190.8   354.9   472.1   542.4   565.9
Haunch (Max)V      30.2    28.3    28.4    24.6    18.4    12.3     6.1     0.0
Diaphragm : M       0.0     0.3     0.3     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    23.9    70.2   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.4     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.9    13.2    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   193.0   183.7   535.4   981.5  1280.8  1457.6  1498.6
            V     110.4   105.6   105.8    96.1    81.2    66.4    46.8    32.0
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   110.4   105.6   105.8    96.1    82.0    68.5    55.5    43.0
            M       0.0   197.5   188.1   535.4   935.1  1189.6  1294.6  1259.0
Total     : M+      0.0   371.1   353.3  1033.0  1907.5  2513.0  2874.0  2977.0
            V     189.1   179.4   179.9   160.2   129.4    98.6    63.0    32.2
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   189.1   179.4   179.9   160.2   130.1   100.6    71.6    43.1
            M       0.0   375.6   357.6  1033.0  1861.1  2421.9  2711.0  2737.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.78   72.67   75.00
Self wt.  : M     485.7   422.7   317.8   170.8    58.2    61.1     0.0
(Max)       V       5.5    11.0    16.5    22.0    25.4    25.3    27.0
DL-Prec.  : M      74.9    65.2    49.0    26.4     9.0     9.4     0.0
DC(Max)     V       0.8     1.7     2.5     3.4     3.9     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   190.8    65.0    68.3     0.0
Haunch (Max)V       6.1    12.3    18.4    24.6    28.4    28.3    30.2
Diaphragm : M       3.7     2.8     1.8     0.9     0.3     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    70.2    23.9    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.4    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    13.2    13.9     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
LL + I    : M+   1457.6  1280.8   981.5   535.4   183.8   193.0     0.0
            V      46.8    66.4    81.2    96.1   105.8   105.6   110.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    55.5    68.5    82.0    96.1   105.8   105.6   110.4
            M    1294.6  1189.6   935.1   535.4   188.1   197.5    -0.0
Total     : M+   2874.0  2513.0  1907.5  1033.0   353.3   371.1     0.0
            V      63.0    98.6   129.4   160.2   179.9   179.4   189.1
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    71.6   100.6   130.1   160.2   179.9   179.4   189.1
            M    2711.0  2421.8  1861.1  1033.0   357.6   375.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               27.0             27.0
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    2.22    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    61.1    58.2   170.8   317.8   422.7   485.7   506.7
(Max)       V      27.0    25.3    25.4    22.0    16.5    11.0     5.5     0.0
DL-Prec.  : M       0.0     9.4     9.0    26.4    49.0    65.2    74.9    78.2
DC(Max)     V       4.2     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
Deck +    : M       0.0    68.3    65.0   190.8   354.9   472.1   542.4   565.9
Haunch (Max)V      30.2    28.3    28.4    24.6    18.4    12.3     6.1     0.0
Diaphragm : M       0.0     0.3     0.3     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    23.9    70.2   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.4     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.9    13.2    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   154.4   147.0   428.3   785.2  1024.6  1166.1  1198.8
            V      88.3    84.5    84.7    76.8    65.0    53.2    37.5    25.6
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    88.3    84.5    84.7    76.8    65.6    54.8    44.4    34.4
            M       0.0   158.0   150.5   428.3   748.1   951.7  1035.7  1007.2
Total     : M+      0.0   332.5   316.5   926.0  1711.2  2256.9  2582.5  2677.3
            V     167.1   158.3   158.8   141.0   113.1    85.3    53.6    25.7
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   167.1   158.3   158.8   141.0   113.7    86.9    60.5    34.5
            M       0.0   336.1   320.0   926.0  1674.1  2183.9  2452.1  2485.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.78   72.67   75.00
Self wt.  : M     485.7   422.7   317.8   170.8    58.2    61.1     0.0
(Max)       V       5.5    11.0    16.5    22.0    25.4    25.3    27.0
DL-Prec.  : M      74.9    65.2    49.0    26.4     9.0     9.4     0.0
DC(Max)     V       0.8     1.7     2.5     3.4     3.9     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   190.8    65.0    68.3     0.0
Haunch (Max)V       6.1    12.3    18.4    24.6    28.4    28.3    30.2
Diaphragm : M       3.7     2.8     1.8     0.9     0.3     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    70.2    23.9    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.4    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    13.2    13.9     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   785.2   428.3   147.0   154.4     0.0
            V      37.5    53.2    65.0    76.8    84.7    84.5    88.3
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    44.4    54.8    65.6    76.8    84.7    84.5    88.3
            M    1035.7   951.7   748.1   428.3   150.5   158.0    -0.0
Total     : M+   2582.5  2256.9  1711.2   926.0   316.5   332.5     0.0
            V      53.6    85.3   113.1   141.0   158.8   158.3   167.1
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    60.5    86.9   113.7   141.0   158.8   158.3   167.1
            M    2452.1  2183.9  1674.1   926.0   320.0   336.1    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    76.4    72.7   213.5   397.2   528.4   607.1   633.4
(Max)       V      33.8    31.7    31.8    27.5    20.6    13.8     6.9     0.0
Self wt.  : M       0.0    55.0    52.4   153.7   286.0   380.4   437.1   456.0
(Min)       V      24.3    22.8    22.9    19.8    14.9     9.9     5.0     0.0
DL-Prec.  : M       0.0    11.8    11.2    32.9    61.3    81.5    93.7    97.7
DC(Max)     V       5.2     4.9     4.9     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     8.5     8.1    23.7    44.1    58.7    67.4    70.4
DC(Min)     V       3.8     3.5     3.5     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    81.2   238.5   443.6   590.1   678.1   707.4
Haunch (Max)V      37.7    35.4    35.5    30.7    23.0    15.4     7.7     0.0
Deck +    : M       0.0    61.5    58.5   171.7   319.4   424.9   488.2   509.3
Haunch (Min)V      27.2    25.5    25.6    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    29.9    87.7   163.1   217.0   249.4   260.2
DC(Max)     V      13.9    13.0    13.1    11.3     8.5     5.6     2.8     0.0
DL-Comp   : M       0.0    22.6    21.5    63.1   117.5   156.3   179.6   187.3
DC(Min)     V      10.0     9.4     9.4     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    20.8    19.8    58.1   108.0   143.7   165.1   172.3
DW(Max)     V       9.2     8.6     8.6     7.5     5.6     3.7     1.9     0.0
DL-Comp   : M       0.0     9.0     8.6    25.2    46.8    62.3    71.6    74.6
DW(Min)     V       4.0     3.7     3.7     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   337.8   321.6   936.9  1717.6  2241.3  2550.8  2622.5
            V     193.2   184.8   185.2   168.1   142.2   116.3    82.0    56.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   193.2   184.8   185.2   168.1   143.4   119.8    97.1    75.2
            M       0.0   345.7   329.2   936.9  1636.4  2081.8  2265.6  2203.2
Total     : M+      0.0   563.9   536.7  1568.7  2893.1  3805.6  4348.8  4499.2
            V     293.2   278.5   279.3   249.5   203.3   157.0   102.4    56.2
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   293.2   278.5   279.3   249.5   204.5   160.6   117.5    75.4
            M       0.0   571.8   544.4  1568.7  2812.0  3646.1  4063.6  4079.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.78   72.67   75.00
Self wt.  : M     607.1   528.4   397.2   213.5    72.7    76.4     0.0
(Max)       V       6.9    13.8    20.6    27.5    31.8    31.7    33.8
Self wt.  : M     437.1   380.4   286.0   153.7    52.4    55.0     0.0
(Min)       V       5.0     9.9    14.9    19.8    22.9    22.8    24.3
DL-Prec.  : M      93.7    81.5    61.3    32.9    11.2    11.8     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.9     4.9     5.2
DL-Prec.  : M      67.4    58.7    44.1    23.7     8.1     8.5     0.0
DC(Min)     V       0.8     1.5     2.3     3.1     3.5     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     678.1   590.1   443.6   238.5    81.2    85.3     0.0
Haunch (Max)V       7.7    15.4    23.0    30.7    35.5    35.4    37.7
Deck +    : M     488.2   424.9   319.4   171.7    58.5    61.5     0.0
Haunch (Min)V       5.5    11.1    16.6    22.1    25.6    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    29.9    31.4     0.0
DC(Max)     V       2.8     5.6     8.5    11.3    13.1    13.0    13.9
DL-Comp   : M     179.6   156.3   117.5    63.1    21.5    22.6     0.0
DC(Min)     V       2.0     4.1     6.1     8.1     9.4     9.4    10.0
DL-Comp   : M     165.1   143.7   108.0    58.1    19.8    20.8     0.0
DW(Max)     V       1.9     3.7     5.6     7.5     8.6     8.6     9.2
DL-Comp   : M      71.6    62.3    46.8    25.2     8.6     9.0     0.0
DW(Min)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
LL + I    : M+   2550.8  2241.3  1717.6   936.9   321.6   337.8     0.0
            V      82.0   116.3   142.2   168.1   185.2   184.8   193.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    97.1   119.8   143.4   168.1   185.2   184.8   193.2
            M    2265.6  2081.8  1636.4   936.9   329.2   345.7    -0.0
Total     : M+   4348.8  3805.6  2893.1  1568.7   536.7   563.9     0.0
            V     102.4   157.0   203.3   249.5   279.3   278.5   293.2
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   117.5   160.6   204.5   249.5   279.3   278.5   293.2
            M    4063.6  3646.1  2812.0  1568.7   544.4   571.8    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               33.8             33.8
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    2.22    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    61.1    58.2   170.8   317.8   422.7   485.7   506.7
(Max)       V      27.0    25.3    25.4    22.0    16.5    11.0     5.5     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     9.4     9.0    26.4    49.0    65.2    74.9    78.2
DC(Max)     V       4.2     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
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    68.3    65.0   190.8   354.9   472.1   542.4   565.9
Haunch (Max)V      30.2    28.3    28.4    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     0.3     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    23.9    70.2   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.4     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    13.9    13.2    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   194.3   185.0   530.7   942.9  1222.6  1355.1  1310.6
            V     112.3   107.3   107.6    97.5    82.6    64.1    49.2    34.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.3   107.3   107.6    97.5    82.6    67.8    53.0    39.6
            M       0.0   194.3   185.0   530.7   942.9  1178.0  1236.2  1159.3
Total     : M+      0.0   372.4   354.5  1028.4  1868.9  2454.8  2771.5  2789.0
            V     191.0   181.2   181.7   161.6   130.8    96.2    65.4    34.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   191.0   181.2   181.7   161.6   130.8    99.9    69.1    39.7
            M       0.0   372.4   354.5  1028.4  1868.9  2410.3  2652.6  2637.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.78   72.67   75.00
Self wt.  : M     485.7   422.7   317.8   170.8    58.2    61.1     0.0
(Max)       V       5.5    11.0    16.5    22.0    25.4    25.3    27.0
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      74.9    65.2    49.0    26.4     9.0     9.4     0.0
DC(Max)     V       0.8     1.7     2.5     3.4     3.9     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   190.8    65.0    68.3     0.0
Haunch (Max)V       6.1    12.3    18.4    24.6    28.4    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     0.3     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    70.2    23.9    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.4    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    13.2    13.9     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   942.9   530.7   185.0   194.3     0.0
            V      49.2    64.1    82.6    97.5   107.6   107.3   112.3
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    53.0    67.8    82.6    97.5   107.6   107.3   112.3
            M    1236.2  1178.0   942.9   530.7   185.0   194.3     0.0
Total     : M+   2771.5  2454.8  1868.9  1028.4   354.5   372.4     0.0
            V      65.4    96.2   130.8   161.6   181.7   181.2   191.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    69.1    99.9   130.8   161.6   181.7   181.2   191.0
            M    2652.6  2410.3  1868.9  1028.4   354.5   372.4     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.63   15.27   22.90   30.53   38.17   26.72
 
Beam-Self
Precast-top    0.129   0.307   0.543   0.709   0.808   0.842   0.767 
Bottom        -0.107  -0.254  -0.446  -0.579  -0.658  -0.685  -0.625 
 
Prestress
Precast-top    0.008  -0.137  -0.373  -0.605  -0.719  -0.719  -0.719 
Bottom         2.172   2.288   2.475   2.657   2.745   2.745   2.745 
 
Total
Precast-top    0.137   0.170   0.170   0.105   0.089   0.123   0.048 
Bottom         2.065   2.035   2.029   2.078   2.087   2.060   2.120 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.55 %)
             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    2.22    6.97   14.60   22.23   29.87   37.50
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -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
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.015   0.045   0.084   0.111   0.127   0.133 
Precast-top    0.016   0.244   0.235   0.539   0.894   1.086   1.222   1.303 
Bottom         0.429   1.700   1.636   1.407   1.053   0.853   0.718   0.643 
 

 
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    0.129   0.307   0.543   0.709   0.808   0.842   0.767 
Bottom        -0.107  -0.254  -0.446  -0.579  -0.658  -0.685  -0.625 
 
Prestress
Precast-top    0.008  -0.137  -0.373  -0.605  -0.719  -0.719  -0.719 
Bottom         2.172   2.288   2.475   2.657   2.745   2.745   2.745 
 
Total
Precast-top    0.137   0.170   0.170   0.105   0.089   0.123   0.048 
Bottom         2.065   2.035   2.029   2.078   2.087   2.060   2.120 
 
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 = 11.55 %)
             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    2.22    6.97   14.60   22.23   29.87   37.50
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -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
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 

 
 
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    2.22    6.97   14.60   22.23   29.87   37.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.089   0.085   0.243   0.432   0.560   0.621   0.606 
Precast-top    0.008   0.174   0.167   0.411   0.698   0.867   0.970   0.999 
Bottom         0.214   0.680   0.656   0.242  -0.289  -0.624  -0.802  -0.801 
 

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
    293.2    6.5   49.7    0.506   3.9   6.00e-3 50.0    300.1     1.445    3.017      0.00
      0.0    0.5   49.5     41.9 0.167      21.7 0.87    12.00     0.101    1.493 
Transfer:   3.00
    278.5    6.5   49.7    2.282  17.7   1.39e-3 33.9    234.3     0.647    1.760      0.00
    571.8    2.3   48.6    189.0 0.154      57.5 2.35    12.00     0.101    1.589 
Critical:   4.71
    267.8    6.5   49.7    2.512  17.7   0.35e-3 30.2    187.1     0.450    0.930      0.00
    940.3    2.5   48.5    189.0 0.148      92.7 3.80    12.00     0.101    1.649 
0.1L    :   7.63
    249.5    6.5   49.7    2.904  17.7   0.88e-3 32.1    189.1     0.491    0.827      0.00
   1568.7    2.9   48.3    189.0 0.138      70.4 2.89    12.00     0.101    1.467 
0.2L    :  15.27
    204.5    6.5   46.6    4.340  17.7   0.96e-3 32.4    146.5     0.414    0.620      0.00
   2812.0    3.4   44.9    189.0 0.120      63.0 2.79    24.00     0.101    1.321 
0.3L    :  22.90
    160.6    6.5   48.8    4.340  17.7   2.04e-3 36.2    115.9     0.360    0.496      0.00
   3646.1    3.5   47.0    189.0 0.088      44.9 1.90    24.00     0.101    1.245 
0.4L    :  30.53
    117.5    6.5   49.8    4.340   0.0   2.51e-3 37.8     90.3     0.291    0.496      0.00
   4063.6    3.5   48.1    189.0 0.070      40.3 1.66    24.00     0.101    1.487 
0.5L    :  38.17
     75.4    6.5   49.8    4.340   0.0   2.20e-3 36.7     39.9     0.124    0.413      0.00
   4079.9    3.5   48.1    189.0 0.045      43.8 1.81    24.00     0.101    2.117 
0.6L    :  45.80
    117.5    6.5   49.8    4.340   0.0   2.51e-3 37.8     90.3     0.291    0.496      0.00
   4063.6    3.5   48.1    189.0 0.070      40.3 1.66    24.00     0.101    1.487 
0.7L    :  53.43
    160.6    6.5   48.8    4.340  17.7   2.04e-3 36.2    115.9     0.360    0.496      0.00
   3646.1    3.5   47.0    189.0 0.088      44.9 1.90    24.00     0.101    1.245 
0.8L    :  61.06
    204.5    6.5   46.6    4.340  17.7   0.96e-3 32.4    146.5     0.414    0.620      0.00
   2812.0    3.4   44.9    189.0 0.120      63.0 2.79    24.00     0.101    1.321 
0.9L    :  68.70
    249.5    6.5   49.7    2.904  17.7   0.88e-3 32.1    189.1     0.491    0.827      0.00
   1568.7    2.9   48.3    189.0 0.138      70.4 2.89    12.00     0.101    1.467 
Critical:  71.62
    267.8    6.5   49.7    2.512  17.7   0.35e-3 30.2    187.1     0.450    0.930      0.00
    940.3    2.5   48.5    189.0 0.148      92.7 3.80    12.00     0.101    1.649 
Transfer:  73.33
    278.5    6.5   49.7    2.282  17.7   1.39e-3 33.9    234.3     0.647    1.760      0.00
    571.8    2.3   48.6    189.0 0.154      57.5 2.35    12.00     0.101    1.589 
Bearing :  75.67
    293.2    6.5   49.7    0.506   3.9   6.00e-3 50.0    300.1     1.445    3.017      0.00
      0.0    0.5   49.5     41.9 0.167      21.7 0.87    12.00     0.101    1.493 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  850.73
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.70
 
 
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
    293.2      6.58     49.75    0.51       49.49    24.00      0.300      1.444      0.000      3.017 
Transfer:      2.33
    278.5      6.37     49.75    2.28       48.61    24.00      0.300      1.372      0.000      1.760 
Critical:      4.04
    267.8      6.14     49.75    2.51       48.50    24.00      0.300      1.296      0.000      0.930 
0.1L    :      6.97
    249.5      5.74     49.75    2.89       48.30    24.00      0.300      1.163      0.000      0.827 
0.2L    :     14.60
    204.5      5.06     46.59    3.45       44.87    24.00      0.300      0.938      0.000      0.620 
0.3L    :     22.23
    160.6      3.79     48.76    3.45       47.04    24.00      0.300      0.515      0.000      0.496 
0.4L    :     29.87
    117.5      2.71     49.85    3.45       48.12    24.00      0.300      0.155      0.000      0.496 
0.5L    :     37.50
     75.4      1.74     49.85    3.45       48.12    24.00      0.300      0.000      0.000      0.413 
0.6L    :     45.13
    117.5      2.71     49.85    3.45       48.12    24.00      0.300      0.155      0.000      0.496 
0.7L    :     52.77
    160.6      3.79     48.76    3.45       47.04    24.00      0.300      0.515      0.000      0.496 
0.8L    :     60.40
    204.5      5.06     46.59    3.45       44.87    24.00      0.300      0.938      0.000      0.620 
0.9L    :     68.03
    249.5      5.74     49.75    2.89       48.30    24.00      0.300      1.163      0.000      0.827 
Critical:     70.96
    267.8      6.14     49.75    2.51       48.50    24.00      0.300      1.296      0.000      0.930 
Transfer:     72.67
    278.5      6.37     49.75    2.28       48.61    24.00      0.300      1.372      0.000      1.760 
Bearing :     75.00
    293.2      6.58     49.75    0.51       49.49    24.00      0.300      1.444      0.000      3.017 
 

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      :       0.562  1.80      1.012  2.20      1.237
Self Wt.       :      -0.207  1.85     -0.382  2.40     -0.496
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          :       0.356            0.630            0.741
 
At 0.2 x L = 14.60 ft
Prestress      :       1.018  1.80      1.833  2.20      2.240
Self Wt.       :      -0.388  1.85     -0.718  2.40     -0.932
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          :       0.630            1.114            1.308
 
At 0.3 x L = 22.23 ft
Prestress      :       1.349  1.80      2.429  2.20      2.968
Self Wt.       :      -0.527  1.85     -0.976  2.40     -1.266
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          :       0.822            1.453            1.702
 
At 0.4 x L = 29.87 ft
Prestress      :       1.551  1.80      2.792  2.20      3.412
Self Wt.       :      -0.615  1.85     -1.138  2.40     -1.476
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          :       0.936            1.654            1.936
 
At 0.5 x L = 37.50 ft
Prestress      :       1.621  1.80      2.918  2.20      3.567
Self Wt.       :      -0.646  1.85     -1.195  2.40     -1.550
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          :       0.975            1.723            2.017
 
At 0.6 x L = 45.13 ft
Prestress      :       1.551  1.80      2.792  2.20      3.412
Self Wt.       :      -0.615  1.85     -1.138  2.40     -1.476
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          :       0.936            1.654            1.936
 
At 0.7 x L = 52.77 ft
Prestress      :       1.349  1.80      2.429  2.20      2.968
Self Wt.       :      -0.527  1.85     -0.976  2.40     -1.266
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          :       0.822            1.453            1.702
 
At 0.8 x L = 60.40 ft
Prestress      :       1.018  1.80      1.833  2.20      2.240
Self Wt.       :      -0.388  1.85     -0.718  2.40     -0.932
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          :       0.630            1.114            1.308
 
At 0.9 x L = 68.03 ft
Prestress      :       0.562  1.80      1.012  2.20      1.237
Self Wt.       :      -0.207  1.85     -0.382  2.40     -0.496
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          :       0.356            0.630            0.741
 

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
   563.9    43.1  2.852  265.3    2.7   2.28   2645.7  0.054T 1.00       -       -     -     -  
H/2     :   2.22
   536.7    43.1  2.741  265.5    2.6   2.20   2545.5  0.057T 1.00       -       -     -     -  
0.1L    :   6.97
  1568.7    44.4  3.630  264.2    3.4   2.89   3434.4  0.042T 1.00       -       -     -     -  
0.2L    :  14.60
  2893.1    46.6  4.340  263.4    4.1   3.45   4274.6  0.035T 1.00    699.7   699.7    6.11    -  
0.3L    :  22.23
  3805.6    48.8  4.340  263.7    4.1   3.45   4486.1  0.035T 1.00    585.5   585.5    7.66    -  
0.4L    :  29.87
  4348.8    49.8  4.340  263.8    4.1   3.45   4591.9  0.035T 1.00    517.5   517.5    8.87    -  
0.5L    :  37.50
  4499.2    49.8  4.340  263.8    4.1   3.45   4591.9  0.035T 1.00    492.0   492.0    9.33    -  
0.6L    :  45.13
  4348.8    49.8  4.340  263.8    4.1   3.45   4591.9  0.035T 1.00    517.5   517.5    8.87    -  
0.7L    :  52.77
  3805.6    48.8  4.340  263.7    4.1   3.45   4486.1  0.035T 1.00    585.5   585.5    7.66    -  
0.8L    :  60.40
  2893.1    46.6  4.340  263.4    4.1   3.45   4274.6  0.035T 1.00    699.7   699.7    6.11    -  
0.9L    :  68.03
  1568.7    44.4  3.630  264.2    3.4   2.89   3434.4  0.042T 1.00       -       -     -     -  
H/2     :  72.78
   536.7    43.1  2.741  265.5    2.6   2.20   2545.5  0.057T 1.00       -       -     -     -  
Transfer:  72.67
   563.9    43.1  2.852  265.3    2.7   2.28   2645.7  0.054T 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 1-10; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.036
        M   2.00 Fb     0.188
 
  2   2 E  42.00 Ft     0.355
        M   4.00 Fb     0.141
 
  3   2 E  40.00 Ft     0.651
        M   2.00 Fb     0.114
 
  4   2 E   6.00 Ft     0.604
        M   6.00 Fb     0.371
 
  5   2 E   6.00 Ft     0.557
        M   6.00 Fb     0.628
 
  6   2 E   6.00 Ft     0.510
        M   6.00 Fb     0.885
 
  7   2 E   2.00 Ft     0.416
        M   2.00 Fb     1.180
 
  8   2 E   2.00 Ft     0.323
        M   2.00 Fb     1.475
 
  9   2 E   2.00 Ft     0.230
        M   2.00 Fb     1.770
 
 10   2 E   2.00 Ft     0.137
        M   2.00 Fb     2.065
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTC         
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:  20
No. of strands, Draped:   4           No. of strands, Straight:  16
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.67 %               Final losses: 11.63 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.120     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.089   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4591.94     4499.20     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  -0.000     Bearing    1.800   0.133     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   1.303     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   1.700    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.000     Bearing
    Pre.Bot:  -0.465  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.999     Midspan
    Pre.Bot:                                                             2.400   0.680    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      :       1.621  1.80      2.918  2.20      3.567
Self Wt.       :      -0.646  1.85     -1.195  2.40     -1.550
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          :       0.975            1.723            2.017
 
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

