 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTB80 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 80 feet, girder spacing is 9.25 feet, and deck overhang width is 3 feet 
                     and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) The hold down points are located at 0.4*(Beam Length) from the ends of the beam. 
                     (9) The beam lifting and supporting points are both assumed are 2.75 feet and 8 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 6 ksi and 7 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_fab5.tmp\BTB80-0_40\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       44.000
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.834
Number of spans         =            1
Number of lanes         =            3
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       34.000
Bridge c/s,MI(Ixx), in4 =   1404640.38
 
SPAN DATA
---------
Precast length    , ft =     81.333
Bearing-to-bearing, ft =     80.000
Release span      , ft =     81.333
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1               IA-BTB    3.500    631.7    99980.0  36.00  17.14  34.00   8.125
 2               IA-BTB    9.250    631.7    99980.0  36.00  17.14  34.00   9.250
 3               IA-BTB    9.250    631.7    99980.0  36.00  17.14  34.00   9.250
 4               IA-BTB    9.250    631.7    99980.0  36.00  17.14  34.00   9.250
 5               IA-BTB    9.250    631.7    99980.0  36.00  17.14  34.00   8.125
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      7.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5131.520        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      6.000 
Eci ,ksi      =   4877.010
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.40L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: YES
------------------------------------------------
Left Barrier Weight, klf                 0.650
Right Barrier Weight, klf                0.650
Left Curb Weight, klf                    0.000
Right Curb Weight, klf                   0.000
Left Sidewalk, klf                       0.000
Right Sidewalk, klf                      0.000
Future Wearing Surface, ksf              0.020
Sacrificial Wearing Surface, in          0.750
Stay in Place Deck Forms, klf            0.000
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.035    0.00       0.035   80.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   80.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   80.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   80.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   80.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   80.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   80.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   80.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   80.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   80.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   80.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   40.000
   1    2        0.500   40.000
   1    3        0.500   40.000
   1    4        0.500   40.000
   1    5        0.250   40.000
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   80.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   80.00   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   0.045*     0.045 NG     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              6.00 ksi 
  Elasticity          4877.0 ksi 
  Max comp              3.90 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.59 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      7.00 ksi    4.00 ksi 
  Elasticity 5131.52 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.20 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.15 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    2.80 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.50 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    6.00        7.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    6.00        7.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    6.00        7.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    6.00        7.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    6.00        7.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 32 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 32.53 ft from member end )
 
END PATTERN (Ycg = 10.13 in):
 
  10 @  2.000 in 6 @  4.000 in 8 @  6.000 in 2 @ 26.000 in 
  2 @ 28.000 in  2 @ 30.000 in 2 @ 32.000 in               
 
MID PATTERN (Ycg = 4.13 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  10 @  2.000 in 6 @  4.000 in 8 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    2.50  0.1250  0.3333 Yes       
       2 US#6[M19]  60.0  0.88    2.50  0.3333  0.5417 No        
       2 US#6[M19]  60.0  0.88    2.50  0.5417  0.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.00  0.7500  1.0833 No        
       2 US#6[M19]  60.0  0.88    4.00  1.0833  1.4167 Yes       
       2 US#6[M19]  60.0  0.88    4.00  1.4167  1.7500 No        
       2 US#6[M19]  60.0  0.88    6.00  1.7500  3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00  3.7500  4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.4167  9.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.6667 27.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 27.6667 32.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 32.6667 48.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 48.6667 53.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 53.6667 71.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 71.6667 76.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 76.9167 77.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 77.5833 79.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 79.5833 79.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 79.9167 80.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 80.2500 80.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 80.5833 80.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 80.7917 81.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 81.0000 81.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 81.2083 81.3333 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 81.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
 32 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 32.53 ft from member end )
 
END PATTERN (Ycg = 10.13 in):
 
  10 @  2.000 in 6 @  4.000 in 8 @  6.000 in 2 @ 26.000 in 
  2 @ 28.000 in  2 @ 30.000 in 2 @ 32.000 in               
 
MID PATTERN (Ycg = 4.13 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  10 @  2.000 in 6 @  4.000 in 8 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    2.50  0.1250  0.3333 Yes       
       2 US#6[M19]  60.0  0.88    2.50  0.3333  0.5417 No        
       2 US#6[M19]  60.0  0.88    2.50  0.5417  0.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.00  0.7500  1.0833 No        
       2 US#6[M19]  60.0  0.88    4.00  1.0833  1.4167 Yes       
       2 US#6[M19]  60.0  0.88    4.00  1.4167  1.7500 No        
       2 US#6[M19]  60.0  0.88    6.00  1.7500  3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00  3.7500  4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.4167  9.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.6667 27.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 27.6667 32.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 32.6667 48.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 48.6667 53.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 53.6667 71.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 71.6667 76.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 76.9167 77.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 77.5833 79.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 79.5833 79.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 79.9167 80.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 80.2500 80.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 80.5833 80.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 80.7917 81.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 81.0000 81.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 81.2083 81.3333 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 81.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
 32 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 32.53 ft from member end )
 
END PATTERN (Ycg = 10.13 in):
 
  10 @  2.000 in 6 @  4.000 in 8 @  6.000 in 2 @ 26.000 in 
  2 @ 28.000 in  2 @ 30.000 in 2 @ 32.000 in               
 
MID PATTERN (Ycg = 4.13 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  10 @  2.000 in 6 @  4.000 in 8 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    2.50  0.1250  0.3333 Yes       
       2 US#6[M19]  60.0  0.88    2.50  0.3333  0.5417 No        
       2 US#6[M19]  60.0  0.88    2.50  0.5417  0.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.00  0.7500  1.0833 No        
       2 US#6[M19]  60.0  0.88    4.00  1.0833  1.4167 Yes       
       2 US#6[M19]  60.0  0.88    4.00  1.4167  1.7500 No        
       2 US#6[M19]  60.0  0.88    6.00  1.7500  3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00  3.7500  4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.4167  9.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.6667 27.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 27.6667 32.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 32.6667 48.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 48.6667 53.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 53.6667 71.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 71.6667 76.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 76.9167 77.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 77.5833 79.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 79.5833 79.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 79.9167 80.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 80.2500 80.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 80.5833 80.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 80.7917 81.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 81.0000 81.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 81.2083 81.3333 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 81.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
 32 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 32.53 ft from member end )
 
END PATTERN (Ycg = 10.13 in):
 
  10 @  2.000 in 6 @  4.000 in 8 @  6.000 in 2 @ 26.000 in 
  2 @ 28.000 in  2 @ 30.000 in 2 @ 32.000 in               
 
MID PATTERN (Ycg = 4.13 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  10 @  2.000 in 6 @  4.000 in 8 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    2.50  0.1250  0.3333 Yes       
       2 US#6[M19]  60.0  0.88    2.50  0.3333  0.5417 No        
       2 US#6[M19]  60.0  0.88    2.50  0.5417  0.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.00  0.7500  1.0833 No        
       2 US#6[M19]  60.0  0.88    4.00  1.0833  1.4167 Yes       
       2 US#6[M19]  60.0  0.88    4.00  1.4167  1.7500 No        
       2 US#6[M19]  60.0  0.88    6.00  1.7500  3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00  3.7500  4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.4167  9.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.6667 27.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 27.6667 32.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 32.6667 48.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 48.6667 53.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 53.6667 71.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 71.6667 76.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 76.9167 77.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 77.5833 79.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 79.5833 79.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 79.9167 80.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 80.2500 80.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 80.5833 80.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 80.7917 81.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 81.0000 81.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 81.2083 81.3333 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 81.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
 32 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 32.53 ft from member end )
 
END PATTERN (Ycg = 10.13 in):
 
  10 @  2.000 in 6 @  4.000 in 8 @  6.000 in 2 @ 26.000 in 
  2 @ 28.000 in  2 @ 30.000 in 2 @ 32.000 in               
 
MID PATTERN (Ycg = 4.13 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  10 @  2.000 in 6 @  4.000 in 8 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    2.50  0.1250  0.3333 Yes       
       2 US#6[M19]  60.0  0.88    2.50  0.3333  0.5417 No        
       2 US#6[M19]  60.0  0.88    2.50  0.5417  0.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.00  0.7500  1.0833 No        
       2 US#6[M19]  60.0  0.88    4.00  1.0833  1.4167 Yes       
       2 US#6[M19]  60.0  0.88    4.00  1.4167  1.7500 No        
       2 US#6[M19]  60.0  0.88    6.00  1.7500  3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00  3.7500  4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.4167  9.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.6667 27.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 27.6667 32.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 32.6667 48.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 48.6667 53.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 53.6667 71.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 71.6667 76.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 76.9167 77.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 77.5833 79.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 79.5833 79.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 79.9167 80.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 80.2500 80.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 80.5833 80.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 80.7917 81.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 81.0000 81.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 81.2083 81.3333 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 81.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 

Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Manual input)
 
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   80.00
     DC  Line       0.052      0.00       0.052   80.00
     DC  Line       0.076      0.00       0.076   80.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    40.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 81.333 ft
Release length = 81.333 ft
Design  length = 80.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.709   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.965   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.063   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 1
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        631.7 in2           1274.0 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           273960 in4#
Ht. of c.g.           =        17.14 in             28.81 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1462.8 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8314

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     1.84     7.47    15.60    23.73    31.87    40.00
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    639.2    665.3    659.8    665.3    665.3    665.3    665.3    665.3
  Yb      ,  in    17.06    16.76    16.82    16.71    16.63    16.56    16.48    16.48
  MI(Ixx) , in4   100356   101809   101487   102295   103183   104214   105389   105389
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1281.1   1305.7   1300.5   1305.7   1305.7   1305.7   1305.7   1305.7
  Yb      ,  in    28.71    28.34    28.42    28.32    28.28    28.25    28.21    28.21
  MI(Ixx) , in4   276432   285379   283463   286530   288468   290545   292760   292760

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 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           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  32 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 32.53 ft from member end )
END PATTERN (Ycg = 10.13 in):
    10 @  2.000 in     6 @  4.000 in     8 @  6.000 in     2 @ 26.000 in
     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.13 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    10 @  2.000 in     6 @  4.000 in     8 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    6.94 in2      Initial Pull          =     1361.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.606 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.507 ft
Holddown Force        =  20.880 kips     Beam Shrtng (PL/AE)   =      0.413 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)       
--------------------------------------------------------------------------------------
      2603.648         740 1926.700     13.215 53519.117   725.810     514.833        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.50       0.1250      0.3333    Yes
      2      US#6[M19]       60.00        0.88       2.50       0.3333      0.5417     No
      2      US#6[M19]       60.00        0.88       2.50       0.5417      0.7500    Yes
      2      US#6[M19]       60.00        0.88       4.00       0.7500      1.0833     No
      2      US#6[M19]       60.00        0.88       4.00       1.0833      1.4167    Yes
      2      US#6[M19]       60.00        0.88       4.00       1.4167      1.7500     No
      2      US#6[M19]       60.00        0.88       6.00       1.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167      9.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.6667     27.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.6667     32.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      32.6667     48.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      48.6667     53.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      53.6667     71.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00      71.6667     76.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      76.9167     77.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      77.5833     79.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      79.5833     79.9167     No
      2      US#6[M19]       60.00        0.88       4.00      79.9167     80.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00      80.2500     80.5833     No
      2      US#6[M19]       60.00        0.88       2.50      80.5833     80.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50      80.7917     81.0000     No
      2      US#6[M19]       60.00        0.88       2.50      81.0000     81.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      81.2083     81.3333     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 81.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.9440 in2       Ycg =  4.13 in
         P_init    =     1361.2 kips  Ecc = 13.01 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.10 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.926 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.09 ksi    0.00 ksi
    due to Composite Loads                                 -2.01 ksi    0.00 ksi
    due to Live Loads                                      -7.21 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                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.39 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.10 ksi  ( 8.72 %)            11.04 ksi ( 5.63 %)
Total Prestress Losses                                    28.14 ksi (14.36 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    59.6    47.4   178.2   330.5   439.4   504.7   526.4
(Max)       V      26.3    24.8    25.1    21.4    16.1    10.7     5.4     0.0
DL-Prec.  : M       0.0    14.8    11.8    44.3    82.2   109.2   125.4   130.9
DC(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     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    72.9    58.0   217.9   404.3   537.4   617.2   643.9
Haunch (Max)V      32.2    30.3    30.7    26.2    19.6    13.1     6.5     0.0
Diaphragm : M       0.0     0.3     0.2     0.9     2.0     3.0     4.0     5.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    26.8    21.3    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.3     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0    14.8    11.8    44.2    82.0   109.0   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   197.7   157.3   586.7  1073.9  1402.5  1597.1  1643.9
            V     117.2   112.4   113.4   101.9    86.2    70.5    49.4    33.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   117.2   112.4   113.4   101.9    87.0    72.7    59.0    45.8
            M      -0.0   202.7   161.6   586.7  1021.2  1298.8  1415.0  1379.5
Total     : M+      0.0   387.0   307.8  1152.5  2123.5  2798.1  3200.6  3317.5
            V     200.7   191.1   193.1   169.9   137.2   104.5    66.5    33.8
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   200.7   191.1   193.1   169.9   138.0   106.8    76.1    46.0
            M      -0.0   392.0   312.1  1152.5  2070.8  2694.4  3018.5  3053.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   78.16   77.67   80.00
Self wt.  : M     504.7   439.4   330.5   178.2    47.4    59.6     0.0
(Max)       V       5.4    10.7    16.1    21.4    25.1    24.8    26.3
DL-Prec.  : M     125.4   109.2    82.2    44.3    11.8    14.8     0.0
DC(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     617.2   537.4   404.3   217.9    58.0    72.9     0.0
Haunch (Max)V       6.5    13.1    19.6    26.2    30.7    30.3    32.2
Diaphragm : M       4.0     3.0     2.0     0.9     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     227.0   197.6   148.7    80.2    21.3    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.3    11.1    11.8
DL-Comp   : M     125.3   109.0    82.0    44.2    11.8    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
LL + I    : M+   1597.1  1402.5  1073.9   586.7   157.3   197.7     0.0
            V      49.4    70.5    86.2   101.9   113.4   112.4   117.2
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    59.0    72.7    87.0   101.9   113.4   112.4   117.2
            M    1415.0  1298.8  1021.2   586.7   161.6   202.7    -0.0
Total     : M+   3200.6  2798.1  2123.5  1152.5   307.8   387.0     0.0
            V      66.5   104.5   137.2   169.9   193.1   191.1   200.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    76.1   106.8   138.0   169.9   193.1   191.1   200.7
            M    3018.5  2694.4  2070.8  1152.5   312.1   392.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               26.3             26.3
Deck+Haunch            32.2             32.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            6.5              6.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           59.2             59.2
DL-Comp.(DW)           32.7             32.7
Live                   89.2             89.2
        Truck          63.6             63.6
        Lane           25.6             25.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    59.6    47.4   178.2   330.5   439.4   504.7   526.4
(Max)       V      26.3    24.8    25.1    21.4    16.1    10.7     5.4     0.0
DL-Prec.  : M       0.0    14.8    11.8    44.3    82.2   109.2   125.4   130.9
DC(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     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    72.9    58.0   217.9   404.3   537.4   617.2   643.9
Haunch (Max)V      32.2    30.3    30.7    26.2    19.6    13.1     6.5     0.0
Diaphragm : M       0.0     0.3     0.2     0.9     2.0     3.0     4.0     5.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    26.8    21.3    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.3     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0    14.8    11.8    44.2    82.0   109.0   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   158.2   125.8   469.4   859.1  1122.0  1277.6  1315.1
            V      93.7    89.9    90.7    81.5    68.9    56.4    39.5    26.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    93.7    89.9    90.7    81.5    69.6    58.2    47.2    36.7
            M      -0.0   162.1   129.3   469.4   816.9  1039.1  1132.0  1103.6
Total     : M+      0.0   347.5   276.4  1035.1  1908.8  2517.6  2881.2  2988.7
            V     177.3   168.6   170.4   149.5   120.0    90.4    56.6    27.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   177.3   168.6   170.4   149.5   120.6    92.2    64.3    36.8
            M      -0.0   351.4   279.8  1035.1  1866.6  2434.7  2735.5  2777.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   78.16   77.67   80.00
Self wt.  : M     504.7   439.4   330.5   178.2    47.4    59.6     0.0
(Max)       V       5.4    10.7    16.1    21.4    25.1    24.8    26.3
DL-Prec.  : M     125.4   109.2    82.2    44.3    11.8    14.8     0.0
DC(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     617.2   537.4   404.3   217.9    58.0    72.9     0.0
Haunch (Max)V       6.5    13.1    19.6    26.2    30.7    30.3    32.2
Diaphragm : M       4.0     3.0     2.0     0.9     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     227.0   197.6   148.7    80.2    21.3    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.3    11.1    11.8
DL-Comp   : M     125.3   109.0    82.0    44.2    11.8    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
LL + I    : M+   1277.6  1122.0   859.1   469.4   125.8   158.2     0.0
            V      39.5    56.4    68.9    81.5    90.7    89.9    93.7
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    47.2    58.2    69.6    81.5    90.7    89.9    93.7
            M    1132.0  1039.1   816.9   469.4   129.3   162.1    -0.0
Total     : M+   2881.2  2517.6  1908.8  1035.1   276.4   347.5     0.0
            V      56.6    90.4   120.0   149.5   170.4   168.6   177.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    64.3    92.2   120.6   149.5   170.4   168.6   177.3
            M    2735.5  2434.7  1866.6  1035.1   279.8   351.4    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    74.5    59.3   222.7   413.2   549.2   630.8   658.0
(Max)       V      32.9    31.0    31.4    26.8    20.1    13.4     6.7     0.0
Self wt.  : M       0.0    53.7    42.7   160.4   297.5   395.4   454.2   473.8
(Min)       V      23.7    22.3    22.6    19.3    14.5     9.6     4.8     0.0
DL-Prec.  : M       0.0    18.5    14.7    55.4   102.7   136.5   156.8   163.6
DC(Max)     V       8.2     7.7     7.8     6.7     5.0     3.3     1.7     0.0
DL-Prec.  : M       0.0    13.3    10.6    39.9    73.9    98.3   112.9   117.8
DC(Min)     V       5.9     5.5     5.6     4.8     3.6     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    91.2    72.5   272.4   505.3   671.7   771.5   804.8
Haunch (Max)V      40.2    37.9    38.4    32.7    24.5    16.4     8.2     0.0
Deck +    : M       0.0    65.6    52.2   196.1   363.8   483.6   555.5   579.5
Haunch (Min)V      29.0    27.3    27.6    23.6    17.7    11.8     5.9     0.0
Diaphragm : M       0.0     0.4     0.3     1.2     2.4     3.7     5.0     6.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.8     1.8     2.7     3.6     4.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.5    26.7   100.2   185.9   247.0   283.8   296.0
DC(Max)     V      14.8    13.9    14.1    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    24.1    19.2    72.1   133.8   177.9   204.3   213.1
DC(Min)     V      10.7    10.0    10.2     8.7     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0    22.2    17.7    66.3   123.1   163.6   187.9   196.0
DW(Max)     V       9.8     9.2     9.3     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0     9.6     7.6    28.7    53.3    70.9    81.4    84.9
DW(Min)     V       4.2     4.0     4.1     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   346.0   275.3  1026.8  1879.3  2454.4  2794.9  2876.9
            V     205.0   196.7   198.4   178.3   150.8   123.3    86.4    58.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   205.0   196.7   198.4   178.3   152.2   127.3   103.3    80.2
            M      -0.0   354.7   282.8  1026.8  1787.0  2273.0  2476.2  2414.2
Total     : M+      0.0   586.3   466.4  1745.0  3211.9  4226.2  4830.6  5001.5
            V     311.1   296.6   299.6   264.6   215.6   166.5   108.1    59.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   311.1   296.6   299.6   264.6   217.0   170.5   125.0    80.4
            M      -0.0   595.0   473.9  1745.0  3119.6  4044.7  4512.0  4538.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   78.16   77.67   80.00
Self wt.  : M     630.8   549.2   413.2   222.7    59.3    74.5     0.0
(Max)       V       6.7    13.4    20.1    26.8    31.4    31.0    32.9
Self wt.  : M     454.2   395.4   297.5   160.4    42.7    53.7     0.0
(Min)       V       4.8     9.6    14.5    19.3    22.6    22.3    23.7
DL-Prec.  : M     156.8   136.5   102.7    55.4    14.7    18.5     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.8     7.7     8.2
DL-Prec.  : M     112.9    98.3    73.9    39.9    10.6    13.3     0.0
DC(Min)     V       1.2     2.4     3.6     4.8     5.6     5.5     5.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     771.5   671.7   505.3   272.4    72.5    91.2     0.0
Haunch (Max)V       8.2    16.4    24.5    32.7    38.4    37.9    40.2
Deck +    : M     555.5   483.6   363.8   196.1    52.2    65.6     0.0
Haunch (Min)V       5.9    11.8    17.7    23.6    27.6    27.3    29.0
Diaphragm : M       5.0     3.7     2.4     1.2     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.6     2.7     1.8     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     283.8   247.0   185.9   100.2    26.7    33.5     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.1    13.9    14.8
DL-Comp   : M     204.3   177.9   133.8    72.1    19.2    24.1     0.0
DC(Min)     V       2.2     4.3     6.5     8.7    10.2    10.0    10.7
DL-Comp   : M     187.9   163.6   123.1    66.3    17.7    22.2     0.0
DW(Max)     V       2.0     4.0     6.0     8.0     9.3     9.2     9.8
DL-Comp   : M      81.4    70.9    53.3    28.7     7.6     9.6     0.0
DW(Min)     V       0.9     1.7     2.6     3.5     4.1     4.0     4.2
LL + I    : M+   2794.9  2454.4  1879.3  1026.8   275.3   346.0     0.0
            V      86.4   123.3   150.8   178.3   198.4   196.7   205.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   103.3   127.3   152.2   178.3   198.4   196.7   205.0
            M    2476.2  2273.0  1787.0  1026.8   282.8   354.7    -0.0
Total     : M+   4830.6  4226.2  3211.9  1745.0   466.4   586.3     0.0
            V     108.1   166.5   215.6   264.6   299.6   296.6   311.1
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   125.0   170.5   217.0   264.6   299.6   296.6   311.1
            M    4512.0  4044.7  3119.6  1745.0   473.9   595.0    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               32.9             32.9
Deck+Haunch            40.2             40.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            8.2              8.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           49.0             49.0
Live                  156.1            156.1
        Truck         111.3            111.3
        Lane           44.8             44.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    59.6    47.4   178.2   330.5   439.4   504.7   526.4
(Max)       V      26.3    24.8    25.1    21.4    16.1    10.7     5.4     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    14.8    11.8    44.3    82.2   109.2   125.4   130.9
DC(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     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    72.9    58.0   217.9   404.3   537.4   617.2   643.9
Haunch (Max)V      32.2    30.3    30.7    26.2    19.6    13.1     6.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.2     0.9     2.0     3.0     4.0     5.0
(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    26.8    21.3    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.3     9.6     7.2     4.8     2.4     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    14.8    11.8    44.2    82.0   109.0   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     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   198.9   158.5   581.9  1034.8  1344.0  1494.0  1455.5
            V     119.0   114.2   115.2   103.6    88.2    68.0    52.6    37.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   119.0   114.2   115.2   103.6    88.2    72.8    57.3    42.8
            M       0.0   198.9   158.5   581.9  1034.8  1299.2  1375.1  1288.1
Total     : M+      0.0   388.2   309.0  1147.6  2084.5  2739.6  3097.6  3129.1
            V     202.5   192.8   194.9   171.6   139.2   102.1    69.7    37.4
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   202.5   192.8   194.9   171.6   139.2   106.8    74.4    42.9
            M       0.0   388.2   309.0  1147.6  2084.5  2694.8  2978.6  2961.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   78.16   77.67   80.00
Self wt.  : M     504.7   439.4   330.5   178.2    47.4    59.6     0.0
(Max)       V       5.4    10.7    16.1    21.4    25.1    24.8    26.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     125.4   109.2    82.2    44.3    11.8    14.8     0.0
DC(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     617.2   537.4   404.3   217.9    58.0    72.9     0.0
Haunch (Max)V       6.5    13.1    19.6    26.2    30.7    30.3    32.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.0     3.0     2.0     0.9     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     227.0   197.6   148.7    80.2    21.3    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.3    11.1    11.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     125.3   109.0    82.0    44.2    11.8    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
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+   1494.0  1344.0  1034.8   581.9   158.5   198.9     0.0
            V      52.6    68.0    88.2   103.6   115.2   114.2   119.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.3    72.8    88.2   103.6   115.2   114.2   119.0
            M    1375.1  1299.2  1034.8   581.9   158.5   198.9     0.0
Total     : M+   3097.6  2739.6  2084.5  1147.6   309.0   388.2     0.0
            V      69.7   102.1   139.2   171.6   194.9   192.8   202.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    74.4   106.8   139.2   171.6   194.9   192.8   202.5
            M    2978.6  2694.8  2084.5  1147.6   309.0   388.2     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67
 
Beam-Self
Precast-top    0.175   0.443   0.784   1.023   1.161   1.209 
Bottom        -0.153  -0.384  -0.674  -0.871  -0.980  -1.021 
 
Prestress
Precast-top    0.197  -0.029  -0.383  -0.730  -1.069  -1.069 
Bottom         3.656   3.843   4.132   4.410   4.676   4.676 
 
Total
Precast-top    0.373   0.414   0.401   0.293   0.092   0.140 
Bottom         3.503   3.459   3.459   3.539   3.696   3.655 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.45 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
 
Prestress
Precast-top    0.061   0.171   0.160  -0.025  -0.332  -0.632  -0.925  -0.925
Bottom         0.723   3.164   2.664   3.326   3.577   3.817   4.047   4.047
 
Self wt.
Precast-top   -0.000   0.135   0.108   0.403   0.744   0.984   1.122   1.170
Bottom        -0.000  -0.118  -0.094  -0.349  -0.639  -0.838  -0.947  -0.988
 
DL-Prec (DC)
Precast-top   -0.000   0.034   0.027   0.100   0.185   0.245   0.279   0.291
Bottom        -0.000  -0.029  -0.023  -0.087  -0.159  -0.208  -0.235  -0.246
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.004   0.007   0.009   0.011
Bottom        -0.000  -0.001  -0.000  -0.002  -0.004  -0.006  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.165   0.132   0.493   0.911   1.203   1.372   1.431
Bottom        -0.000  -0.144  -0.115  -0.427  -0.782  -1.025  -1.158  -1.208
 
DL-Comp (DC)
Topping-top   -0.000   0.015   0.012   0.044   0.082   0.109   0.124   0.129
Precast-top   -0.000   0.009   0.007   0.026   0.048   0.063   0.072   0.076
Bottom        -0.000  -0.032  -0.026  -0.095  -0.175  -0.231  -0.263  -0.274
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.007   0.025   0.045   0.060   0.068   0.071
Precast-top   -0.000   0.005   0.004   0.014   0.026   0.035   0.040   0.042
Bottom        -0.000  -0.018  -0.014  -0.052  -0.097  -0.127  -0.145  -0.151
 
LL+I(+)
Topping-top   -0.000   0.110   0.088   0.325   0.593   0.771   0.873   0.899
Precast-top   -0.000   0.064   0.050   0.189   0.345   0.449   0.510   0.525
Bottom        -0.000  -0.236  -0.189  -0.696  -1.264  -1.636  -1.847  -1.901
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.133   0.106   0.394   0.720   0.939   1.065   1.099 
Precast-top    0.061   0.583   0.488   1.202   1.931   2.353   2.478   2.619 
Bottom         0.723   2.587   2.201   1.618   0.457  -0.253  -0.555  -0.730 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.023   0.018   0.069   0.127   0.169   0.193   0.201 
Precast-top    0.061   0.519   0.437   1.013   1.587   1.904   1.968   2.095 
Bottom         0.723   2.823   2.390   2.314   1.721   1.383   1.292   1.171 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67
 
Beam-Self
Precast-top    0.175   0.443   0.784   1.023   1.161   1.209 
Bottom        -0.153  -0.384  -0.674  -0.871  -0.980  -1.021 
 
Prestress
Precast-top    0.197  -0.029  -0.383  -0.730  -1.069  -1.069 
Bottom         3.656   3.843   4.132   4.410   4.676   4.676 
 
Total
Precast-top    0.373   0.414   0.401   0.293   0.092   0.140 
Bottom         3.503   3.459   3.459   3.539   3.696   3.655 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.45 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
 
Prestress
Precast-top    0.061   0.171   0.160  -0.025  -0.332  -0.632  -0.925  -0.925
Bottom         0.723   3.164   2.664   3.326   3.577   3.817   4.047   4.047
 
Self wt.
Precast-top   -0.000   0.135   0.108   0.403   0.744   0.984   1.122   1.170
Bottom        -0.000  -0.118  -0.094  -0.349  -0.639  -0.838  -0.947  -0.988
 
DL-Prec (DC)
Precast-top   -0.000   0.034   0.027   0.100   0.185   0.245   0.279   0.291
Bottom        -0.000  -0.029  -0.023  -0.087  -0.159  -0.208  -0.235  -0.246
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.004   0.007   0.009   0.011
Bottom        -0.000  -0.001  -0.000  -0.002  -0.004  -0.006  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.165   0.132   0.493   0.911   1.203   1.372   1.431
Bottom        -0.000  -0.144  -0.115  -0.427  -0.782  -1.025  -1.158  -1.208
 
DL-Comp (DC)
Topping-top   -0.000   0.015   0.012   0.044   0.082   0.109   0.124   0.129
Precast-top   -0.000   0.009   0.007   0.026   0.048   0.063   0.072   0.076
Bottom        -0.000  -0.032  -0.026  -0.095  -0.175  -0.231  -0.263  -0.274
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.007   0.025   0.045   0.060   0.068   0.071
Precast-top   -0.000   0.005   0.004   0.014   0.026   0.035   0.040   0.042
Bottom        -0.000  -0.018  -0.014  -0.052  -0.097  -0.127  -0.145  -0.151
 
LL+I(+)
Topping-top   -0.000   0.088   0.070   0.260   0.474   0.617   0.698   0.719
Precast-top   -0.000   0.051   0.040   0.151   0.276   0.359   0.408   0.420
Bottom        -0.000  -0.189  -0.151  -0.557  -1.011  -1.309  -1.477  -1.521
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.111   0.089   0.329   0.602   0.785   0.891   0.920 
Precast-top    0.061   0.570   0.478   1.164   1.862   2.263   2.376   2.515 
Bottom         0.723   2.634   2.239   1.757   0.710   0.074  -0.186  -0.349 
 

 
 
Span : 1, Beam : 1, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
F_LL+I(+)
Topping-top   -0.000   0.111   0.088   0.323   0.571   0.738   0.817   0.796
Precast-top   -0.000   0.064   0.051   0.187   0.332   0.430   0.477   0.465
Bottom        -0.000  -0.237  -0.191  -0.690  -1.218  -1.568  -1.728  -1.683
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.122   0.098   0.357   0.635   0.823   0.913   0.896 
Precast-top    0.030   0.324   0.269   0.694   1.126   1.382   1.461   1.512 
Bottom         0.362   1.174   1.005   0.467  -0.357  -0.876  -1.082  -1.097 
 

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
    311.1    6.5   40.4    0.761   4.0   6.00e-3 50.0    322.7     1.922    4.224      0.00
      0.0    0.8   40.0     42.0 0.188      19.0 0.87    12.00     0.109    1.328 
Transfer:   3.00
    296.6    6.5   40.4    3.424  18.1  -0.03e-3 28.9    208.6     0.597    1.760      0.00
    595.0    3.6   38.6    189.0 0.177     102.8 4.90    12.00     0.109    1.388 
Critical:   3.88
    290.9    6.5   40.4    3.613  18.1  -0.04e-3 28.9    201.5     0.576    1.320      0.00
    790.0    3.8   38.5    189.0 0.174     103.7 4.95    12.00     0.109    1.412 
0.1L    :   8.13
    264.6    6.5   38.0    5.236  18.1  -0.05e-3 28.8    179.7     0.555    0.827      0.00
   1745.0    4.7   35.6    189.0 0.170      96.3 4.97    12.00     0.109    1.298 
0.2L    :  16.27
    217.0    6.5   37.1    6.944  18.1  -0.01e-3 29.0    132.7     0.427    0.620      0.00
   3119.6    5.4   34.4    189.0 0.142      90.4 4.83    12.00     0.109    1.249 
0.3L    :  24.40
    170.5    6.5   38.6    6.944  18.1   0.97e-3 32.4    117.0     0.413    0.620      0.00
   4044.7    5.4   35.9    189.0 0.105      54.4 2.78    24.00     0.109    1.310 
0.4L    :  32.53
    125.0    6.5   40.1    6.944   0.0   1.31e-3 33.6     89.6     0.318    0.496      0.00
   4512.0    5.4   37.4    189.0 0.082      49.2 2.42    24.00     0.109    1.361 
0.5L    :  40.67
     80.4    6.5   40.1    6.944   0.0   1.13e-3 33.0     36.4     0.126    0.413      0.00
   4538.8    5.4   37.4    189.0 0.052      52.9 2.60    24.00     0.109    1.928 
0.6L    :  48.80
    125.0    6.5   40.1    6.944   0.0   1.31e-3 33.6     89.6     0.318    0.496      0.00
   4512.0    5.4   37.4    189.0 0.082      49.2 2.42    24.00     0.109    1.361 
0.7L    :  56.93
    170.5    6.5   38.6    6.944  18.1   0.97e-3 32.4    117.0     0.413    0.620      0.00
   4044.7    5.4   35.9    189.0 0.105      54.4 2.78    24.00     0.109    1.310 
0.8L    :  65.07
    217.0    6.5   37.1    6.944  18.1  -0.01e-3 29.0    132.7     0.427    0.620      0.00
   3119.6    5.4   34.4    189.0 0.142      90.4 4.83    12.00     0.109    1.249 
0.9L    :  73.20
    264.6    6.5   38.0    5.236  18.1  -0.05e-3 28.8    179.7     0.555    0.827      0.00
   1745.0    4.7   35.6    189.0 0.170      96.3 4.97    12.00     0.109    1.298 
Critical:  77.46
    290.9    6.5   40.4    3.613  18.1  -0.04e-3 28.9    201.5     0.576    1.320      0.00
    790.0    3.8   38.5    189.0 0.174     103.7 4.95    12.00     0.109    1.412 
Transfer:  78.33
    296.6    6.5   40.4    3.424  18.1  -0.03e-3 28.9    208.6     0.597    1.760      0.00
    595.0    3.6   38.6    189.0 0.177     102.8 4.90    12.00     0.109    1.388 
Bearing :  80.67
    311.1    6.5   40.4    0.761   4.0   6.00e-3 50.0    322.7     1.922    4.224      0.00
      0.0    0.8   40.0     42.0 0.188      19.0 0.87    12.00     0.109    1.328 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1361.16
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    2.72
 
 
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
    311.1      8.64     40.42    0.82       40.01    24.00      0.300      2.130      0.048      4.224 
Transfer:      2.33
    296.6      8.53     40.42    3.59       38.62    24.00      0.300      2.094      0.027      1.760 
Critical:      3.21
    291.1      8.40     40.42    3.78       38.53    24.00      0.300      2.049      0.000      1.320 
0.1L    :      7.47
    264.6      8.25     37.96    4.66       35.63    24.00      0.300      2.001      0.000      0.827 
0.2L    :     15.60
    217.0      7.00     37.13    5.39       34.43    24.00      0.300      1.584      0.000      0.620 
0.3L    :     23.73
    170.5      5.27     38.62    5.40       35.93    24.00      0.300      1.008      0.000      0.620 
0.4L    :     31.87
    125.0      3.71     40.12    5.40       37.42    24.00      0.300      0.487      0.000      0.496 
0.5L    :     40.00
     80.4      2.39     40.12    5.40       37.42    24.00      0.300      0.045      0.000      0.413 
0.6L    :     48.13
    125.0      3.71     40.12    5.40       37.42    24.00      0.300      0.487      0.000      0.496 
0.7L    :     56.27
    170.5      5.27     38.62    5.40       35.93    24.00      0.300      1.008      0.000      0.620 
0.8L    :     64.40
    217.0      7.00     37.13    5.39       34.43    24.00      0.300      1.584      0.000      0.620 
0.9L    :     72.53
    264.6      8.25     37.96    4.66       35.63    24.00      0.300      2.001      0.000      0.827 
Critical:     76.79
    291.1      8.40     40.42    3.78       38.53    24.00      0.300      2.049      0.000      1.320 
Transfer:     77.67
    296.6      8.53     40.42    3.59       38.62    24.00      0.300      2.094      0.027      1.760 
Bearing :     80.00
    311.1      8.64     40.42    0.82       40.01    24.00      0.300      2.130      0.048      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.47 ft
Prestress      :       1.223  1.80      2.201  2.20      2.690
Self Wt.       :      -0.408  1.85     -0.754  2.40     -0.978
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          :       0.815            1.447            1.712
 
At 0.2 x L = 15.60 ft
Prestress      :       2.207  1.80      3.972  2.20      4.855
Self Wt.       :      -0.765  1.85     -1.415  2.40     -1.835
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.442            2.557            3.019
 
At 0.3 x L = 23.73 ft
Prestress      :       2.917  1.80      5.250  2.20      6.417
Self Wt.       :      -1.036  1.85     -1.918  2.40     -2.488
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.880            3.333            3.929
 
At 0.4 x L = 31.87 ft
Prestress      :       3.325  1.80      5.986  2.20      7.316
Self Wt.       :      -1.200  1.85     -2.221  2.40     -2.881
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.125            3.765            4.435
 
At 0.5 x L = 40.00 ft
Prestress      :       3.481  1.80      6.266  2.20      7.659
Self Wt.       :      -1.261  1.85     -2.332  2.40     -3.025
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.221            3.934            4.633
 
At 0.6 x L = 48.13 ft
Prestress      :       3.325  1.80      5.986  2.20      7.316
Self Wt.       :      -1.200  1.85     -2.221  2.40     -2.881
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.125            3.765            4.435
 
At 0.7 x L = 56.27 ft
Prestress      :       2.917  1.80      5.250  2.20      6.417
Self Wt.       :      -1.036  1.85     -1.918  2.40     -2.488
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.880            3.333            3.929
 
At 0.8 x L = 64.40 ft
Prestress      :       2.207  1.80      3.972  2.20      4.855
Self Wt.       :      -0.765  1.85     -1.415  2.40     -1.835
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.442            2.557            3.019
 
At 0.9 x L = 72.53 ft
Prestress      :       1.223  1.80      2.201  2.20      2.690
Self Wt.       :      -0.408  1.85     -0.754  2.40     -0.978
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          :       0.815            1.447            1.712
 

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
   586.3    34.7  4.566  260.8    4.2   3.59   3262.9  0.027T 1.00       -       -     -     -  
H/2     :   1.84
   466.4    34.6  3.821  262.2    3.6   3.02   2761.7  0.033T 1.00       -       -     -     -  
0.1L    :   7.47
  1745.0    35.6  5.984  258.4    5.5   4.66   4289.6  0.020T 1.00       -       -     -     -  
0.2L    :  15.60
  3211.9    37.1  6.944  257.1    6.3   5.39   5122.6  0.017T 1.00   3679.8  3679.8    1.39    -  
0.3L    :  23.73
  4226.2    38.6  6.944  257.6    6.3   5.40   5355.0  0.017T 1.00   3779.2  3779.2    1.42    -  
0.4L    :  31.87
  4830.6    40.1  6.944  258.0    6.4   5.40   5587.5  0.017T 1.00   3949.3  3949.3    1.41    -  
0.5L    :  40.00
  5001.5    40.1  6.944  258.0    6.4   5.40   5587.5  0.017T 1.00   3915.2  3915.2    1.43    -  
0.6L    :  48.13
  4830.6    40.1  6.944  258.0    6.4   5.40   5587.5  0.017T 1.00   3949.3  3949.3    1.41    -  
0.7L    :  56.27
  4226.2    38.6  6.944  257.6    6.3   5.40   5355.0  0.017T 1.00   3779.2  3779.2    1.42    -  
0.8L    :  64.40
  3211.9    37.1  6.944  257.1    6.3   5.39   5122.6  0.017T 1.00   3679.8  3679.8    1.39    -  
0.9L    :  72.53
  1745.0    35.6  5.984  258.4    5.5   4.66   4289.6  0.020T 1.00       -       -     -     -  
H/2     :  78.16
   466.4    34.6  3.821  262.2    3.6   3.02   2761.7  0.033T 1.00       -       -     -     -  
Transfer:  77.67
   586.3    34.7  4.566  260.8    4.2   3.59   3262.9  0.027T 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 1-16; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.066
        M   2.00 Fb     0.182
 
  2   2 E  32.00 Ft     0.404
        M   8.00 Fb     0.127
 
  3   2 E  30.00 Ft     0.709
        M   6.00 Fb     0.100
 
  4   2 E  28.00 Ft     0.982
        M   4.00 Fb     0.102
 
  5   2 E  26.00 Ft     1.223
        M   2.00 Fb     0.131
 
  6   2 E   6.00 Ft     1.178
        M   6.00 Fb     0.410
 
  7   2 E   6.00 Ft     1.132
        M   6.00 Fb     0.688
 
  8   2 E   6.00 Ft     1.087
        M   6.00 Fb     0.967
 
  9   2 E   6.00 Ft     1.042
        M   6.00 Fb     1.245
 
 10   2 E   4.00 Ft     0.965
        M   4.00 Fb     1.552
 
 11   2 E   4.00 Ft     0.888
        M   4.00 Fb     1.858
 
 12   2 E   4.00 Ft     0.810
        M   4.00 Fb     2.165
 
 13   2 E   2.00 Ft     0.701
        M   2.00 Fb     2.499
 
 14   2 E   2.00 Ft     0.592
        M   2.00 Fb     2.834
 
 15   2 E   2.00 Ft     0.482
        M   2.00 Fb     3.168
 
 16   2 E   2.00 Ft     0.373
        M   2.00 Fb     3.503
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 81.33            Release Length, ft: 81.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  32
No. of strands, Draped:   8           No. of strands, Straight:  24
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  8.72 %               Final losses: 14.36 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.696   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.092   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5587.48     5001.52     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   1.099     Midspan    1.800   0.201     Midspan
    Pre.Top:   4.200   2.619     Midspan    3.150   2.095     Midspan
    Pre.Bot:   4.200   2.587    Transfer    3.150   2.823    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503   0.061     Bearing
    Pre.Bot:  -0.503  -0.349     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.512     Midspan
    Pre.Bot:                                                             2.800   1.174    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  40.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.481  1.80      6.266  2.20      7.659
Self Wt.       :      -1.261  1.85     -2.332  2.40     -3.025
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       2.221            3.934            4.633
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Manual input)
 
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   80.00
     DC  Line       0.087      0.00       0.087   80.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    40.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 81.333 ft
Release length = 81.333 ft
Design  length = 80.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.725   (Calculated)    
Live Moment (1  lane  loaded)  : 0.510   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.214   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.971   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 2
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        631.7 in2           1361.0 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           285288 in4#
Ht. of c.g.           =        17.14 in             29.55 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1571.8 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8314

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     1.84     7.47    15.60    23.73    31.87    40.00
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    639.2    665.3    659.8    665.3    665.3    665.3    665.3    665.3
  Yb      ,  in    17.06    16.76    16.82    16.71    16.63    16.56    16.48    16.48
  MI(Ixx) , in4   100356   101809   101487   102295   103183   104214   105389   105389
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1368.1   1392.6   1387.5   1392.6   1392.6   1392.6   1392.6   1392.6
  Yb      ,  in    29.45    29.09    29.17    29.07    29.04    29.00    28.97    28.97
  MI(Ixx) , in4   287959   297620   295553   298817   300826   302975   305262   305262

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 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           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  32 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 32.53 ft from member end )
END PATTERN (Ycg = 10.13 in):
    10 @  2.000 in     6 @  4.000 in     8 @  6.000 in     2 @ 26.000 in
     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.13 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    10 @  2.000 in     6 @  4.000 in     8 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    6.94 in2      Initial Pull          =     1361.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.716 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.645 ft
Holddown Force        =  20.880 kips     Beam Shrtng (PL/AE)   =      0.413 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)       
--------------------------------------------------------------------------------------
      2603.648         740 1926.700     13.215 53519.117   725.810     514.833        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.50       0.1250      0.3333    Yes
      2      US#6[M19]       60.00        0.88       2.50       0.3333      0.5417     No
      2      US#6[M19]       60.00        0.88       2.50       0.5417      0.7500    Yes
      2      US#6[M19]       60.00        0.88       4.00       0.7500      1.0833     No
      2      US#6[M19]       60.00        0.88       4.00       1.0833      1.4167    Yes
      2      US#6[M19]       60.00        0.88       4.00       1.4167      1.7500     No
      2      US#6[M19]       60.00        0.88       6.00       1.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167      9.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.6667     27.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.6667     32.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      32.6667     48.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      48.6667     53.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      53.6667     71.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00      71.6667     76.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      76.9167     77.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      77.5833     79.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      79.5833     79.9167     No
      2      US#6[M19]       60.00        0.88       4.00      79.9167     80.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00      80.2500     80.5833     No
      2      US#6[M19]       60.00        0.88       2.50      80.5833     80.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50      80.7917     81.0000     No
      2      US#6[M19]       60.00        0.88       2.50      81.0000     81.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      81.2083     81.3333     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 81.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.9440 in2       Ycg =  4.13 in
         P_init    =     1361.2 kips  Ecc = 13.01 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.10 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.926 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.55 ksi    0.00 ksi
    due to Composite Loads                                 -1.99 ksi    0.00 ksi
    due to Live Loads                                      -6.46 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                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.39 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.10 ksi  ( 8.72 %)            11.35 ksi ( 5.79 %)
Total Prestress Losses                                    28.45 ksi (14.51 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    59.6    47.4   178.2   330.5   439.4   504.7   526.4
(Max)       V      26.3    24.8    25.1    21.4    16.1    10.7     5.4     0.0
DL-Prec.  : M       0.0    11.1     8.8    33.1    61.3    81.5    93.7    97.7
DC(Max)     V       4.9     4.6     4.7     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    82.8    65.8   247.4   459.0   610.1   700.8   731.0
Haunch (Max)V      36.6    34.4    34.9    29.7    22.3    14.9     7.4     0.0
Diaphragm : M       0.0     0.6     0.5     1.9     3.9     5.9     8.0    10.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    26.8    21.3    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.3     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0    14.8    11.8    44.2    82.0   109.0   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   179.1   142.5   531.5   972.8  1270.5  1446.7  1489.1
            V     133.8   128.4   129.5   116.4    98.4    80.5    56.4    38.4
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   133.8   128.4   129.5   116.4    99.4    83.1    67.4    52.4
            M      -0.0   183.6   146.4   531.5   925.0  1176.5  1281.7  1249.6
Total     : M+      0.0   374.8   298.1  1116.4  2058.3  2714.1  3106.0  3221.7
            V     220.2   209.7   211.9   186.7   151.2   115.8    74.2    38.7
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   220.2   209.7   211.9   186.7   152.2   118.3    85.2    52.6
            M      -0.0   379.3   302.0  1116.4  2010.5  2620.2  2941.1  2982.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   78.16   77.67   80.00
Self wt.  : M     504.7   439.4   330.5   178.2    47.4    59.6     0.0
(Max)       V       5.4    10.7    16.1    21.4    25.1    24.8    26.3
DL-Prec.  : M      93.7    81.5    61.3    33.1     8.8    11.1     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.7     4.6     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     700.8   610.1   459.0   247.4    65.8    82.8     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    34.9    34.4    36.6
Diaphragm : M       8.0     5.9     3.9     1.9     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     227.0   197.6   148.7    80.2    21.3    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.3    11.1    11.8
DL-Comp   : M     125.3   109.0    82.0    44.2    11.8    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
LL + I    : M+   1446.7  1270.5   972.8   531.5   142.5   179.1     0.0
            V      56.4    80.5    98.4   116.4   129.5   128.4   133.8
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    67.4    83.1    99.4   116.4   129.5   128.4   133.8
            M    1281.7  1176.5   925.0   531.5   146.4   183.6    -0.0
Total     : M+   3106.0  2714.1  2058.3  1116.4   298.1   374.8     0.0
            V      74.2   115.8   151.2   186.7   211.9   209.7   220.2
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    85.2   118.3   152.2   186.7   211.9   209.7   220.2
            M    2941.1  2620.2  2010.5  1116.4   302.0   379.3    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               26.3             26.3
Deck+Haunch            36.6             36.6
Diaphragm               0.3              0.3
DL-Prec.(DC)            4.9              4.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           59.2             59.2
DL-Comp.(DW)           32.7             32.7
Live                   89.2             89.2
        Truck          63.6             63.6
        Lane           25.6             25.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    59.6    47.4   178.2   330.5   439.4   504.7   526.4
(Max)       V      26.3    24.8    25.1    21.4    16.1    10.7     5.4     0.0
DL-Prec.  : M       0.0    11.1     8.8    33.1    61.3    81.5    93.7    97.7
DC(Max)     V       4.9     4.6     4.7     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    82.8    65.8   247.4   459.0   610.1   700.8   731.0
Haunch (Max)V      36.6    34.4    34.9    29.7    22.3    14.9     7.4     0.0
Diaphragm : M       0.0     0.6     0.5     1.9     3.9     5.9     8.0    10.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    26.8    21.3    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.3     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0    14.8    11.8    44.2    82.0   109.0   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   143.3   114.0   425.2   778.2  1016.4  1157.3  1191.3
            V     107.0   102.7   103.6    93.1    78.7    64.4    45.1    30.8
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   107.0   102.7   103.6    93.1    79.5    66.5    53.9    41.9
            M      -0.0   146.9   117.1   425.2   740.0   941.2  1025.4   999.7
Total     : M+      0.0   339.0   269.6  1010.1  1863.7  2460.0  2816.7  2923.9
            V     193.4   184.0   186.0   163.4   131.5    99.7    62.9    31.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   193.4   184.0   186.0   163.4   132.3   101.7    71.7    42.1
            M      -0.0   342.6   272.7  1010.1  1825.5  2384.9  2684.7  2732.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   78.16   77.67   80.00
Self wt.  : M     504.7   439.4   330.5   178.2    47.4    59.6     0.0
(Max)       V       5.4    10.7    16.1    21.4    25.1    24.8    26.3
DL-Prec.  : M      93.7    81.5    61.3    33.1     8.8    11.1     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.7     4.6     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     700.8   610.1   459.0   247.4    65.8    82.8     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    34.9    34.4    36.6
Diaphragm : M       8.0     5.9     3.9     1.9     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     227.0   197.6   148.7    80.2    21.3    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.3    11.1    11.8
DL-Comp   : M     125.3   109.0    82.0    44.2    11.8    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
LL + I    : M+   1157.3  1016.4   778.2   425.2   114.0   143.3     0.0
            V      45.1    64.4    78.7    93.1   103.6   102.7   107.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.9    66.5    79.5    93.1   103.6   102.7   107.0
            M    1025.4   941.2   740.0   425.2   117.1   146.9    -0.0
Total     : M+   2816.7  2460.0  1863.7  1010.1   269.6   339.0     0.0
            V      62.9    99.7   131.5   163.4   186.0   184.0   193.4
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    71.7   101.7   132.3   163.4   186.0   184.0   193.4
            M    2684.7  2384.9  1825.5  1010.1   272.7   342.6    -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    1.84    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    74.5    59.3   222.7   413.2   549.2   630.8   658.0
(Max)       V      32.9    31.0    31.4    26.8    20.1    13.4     6.7     0.0
Self wt.  : M       0.0    53.7    42.7   160.4   297.5   395.4   454.2   473.8
(Min)       V      23.7    22.3    22.6    19.3    14.5     9.6     4.8     0.0
DL-Prec.  : M       0.0    13.8    11.0    41.3    76.7   101.9   117.1   122.1
DC(Max)     V       6.1     5.7     5.8     5.0     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0    10.0     7.9    29.8    55.2    73.4    84.3    87.9
DC(Min)     V       4.4     4.1     4.2     3.6     2.7     1.8     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
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   103.5    82.3   309.3   573.8   762.7   876.0   913.8
Haunch (Max)V      45.7    43.0    43.6    37.2    27.9    18.6     9.3     0.0
Deck +    : M       0.0    74.5    59.3   222.7   413.1   549.1   630.7   657.9
Haunch (Min)V      32.9    31.0    31.4    26.8    20.1    13.4     6.7     0.0
Diaphragm : M       0.0     0.7     0.6     2.3     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.4     1.7     3.5     5.3     7.2     9.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    33.5    26.7   100.2   185.9   247.0   283.8   296.0
DC(Max)     V      14.8    13.9    14.1    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    24.1    19.2    72.1   133.8   177.9   204.3   213.1
DC(Min)     V      10.7    10.0    10.2     8.7     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0    22.2    17.7    66.3   123.1   163.6   187.9   196.0
DW(Max)     V       9.8     9.2     9.3     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0     9.6     7.6    28.7    53.3    70.9    81.4    84.9
DW(Min)     V       4.2     4.0     4.1     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   313.4   249.4   930.1  1702.3  2223.3  2531.7  2606.0
            V     234.2   224.6   226.6   203.7   172.3   140.8    98.7    67.3
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   234.2   224.6   226.6   203.7   173.9   145.4   117.9    91.6
            M      -0.0   321.3   256.2   930.1  1618.8  2058.9  2243.0  2186.8
Total     : M+      0.0   561.7   446.8  1672.4  3079.7  4055.1  4637.2  4804.4
            V     343.8   327.9   331.2   292.9   239.2   185.6   121.2    67.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   343.8   327.9   331.2   292.9   240.9   190.1   140.5    91.9
            M      -0.0   569.6   453.6  1672.4  2996.2  3890.7  4348.5  4385.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   78.16   77.67   80.00
Self wt.  : M     630.8   549.2   413.2   222.7    59.3    74.5     0.0
(Max)       V       6.7    13.4    20.1    26.8    31.4    31.0    32.9
Self wt.  : M     454.2   395.4   297.5   160.4    42.7    53.7     0.0
(Min)       V       4.8     9.6    14.5    19.3    22.6    22.3    23.7
DL-Prec.  : M     117.1   101.9    76.7    41.3    11.0    13.8     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
DL-Prec.  : M      84.3    73.4    55.2    29.8     7.9    10.0     0.0
DC(Min)     V       0.9     1.8     2.7     3.6     4.2     4.1     4.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     876.0   762.7   573.8   309.3    82.3   103.5     0.0
Haunch (Max)V       9.3    18.6    27.9    37.2    43.6    43.0    45.7
Deck +    : M     630.7   549.1   413.1   222.7    59.3    74.5     0.0
Haunch (Min)V       6.7    13.4    20.1    26.8    31.4    31.0    32.9
Diaphragm : M      10.0     7.4     4.9     2.3     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       7.2     5.3     3.5     1.7     0.4     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     283.8   247.0   185.9   100.2    26.7    33.5     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.1    13.9    14.8
DL-Comp   : M     204.3   177.9   133.8    72.1    19.2    24.1     0.0
DC(Min)     V       2.2     4.3     6.5     8.7    10.2    10.0    10.7
DL-Comp   : M     187.9   163.6   123.1    66.3    17.7    22.2     0.0
DW(Max)     V       2.0     4.0     6.0     8.0     9.3     9.2     9.8
DL-Comp   : M      81.4    70.9    53.3    28.7     7.6     9.6     0.0
DW(Min)     V       0.9     1.7     2.6     3.5     4.1     4.0     4.2
LL + I    : M+   2531.7  2223.3  1702.3   930.1   249.4   313.4     0.0
            V      98.7   140.8   172.3   203.7   226.6   224.6   234.2
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   117.9   145.4   173.9   203.7   226.6   224.6   234.2
            M    2243.0  2058.9  1618.8   930.1   256.2   321.3    -0.0
Total     : M+   4637.2  4055.1  3079.7  1672.4   446.8   561.7     0.0
            V     121.2   185.6   239.2   292.9   331.2   327.9   343.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   140.5   190.1   240.9   292.9   331.2   327.9   343.8
            M    4348.5  3890.7  2996.2  1672.4   453.6   569.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               32.9             32.9
Deck+Haunch            45.7             45.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           49.0             49.0
Live                  156.1            156.1
        Truck         111.3            111.3
        Lane           44.8             44.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    59.6    47.4   178.2   330.5   439.4   504.7   526.4
(Max)       V      26.3    24.8    25.1    21.4    16.1    10.7     5.4     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    11.1     8.8    33.1    61.3    81.5    93.7    97.7
DC(Max)     V       4.9     4.6     4.7     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    82.8    65.8   247.4   459.0   610.1   700.8   731.0
Haunch (Max)V      36.6    34.4    34.9    29.7    22.3    14.9     7.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     1.9     3.9     5.9     8.0    10.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    26.8    21.3    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.3     9.6     7.2     4.8     2.4     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    14.8    11.8    44.2    82.0   109.0   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   126.8   101.0   370.8   659.4   856.4   952.1   927.5
            V     108.7   104.3   105.2    94.6    80.6    62.2    48.1    34.0
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   108.7   104.3   105.2    94.6    80.6    66.5    52.4    39.1
            M       0.0   126.8   101.0   370.8   659.4   827.9   876.2   820.8
Total     : M+      0.0   322.4   256.6   955.7  1745.0  2300.1  2611.4  2660.1
            V     195.1   185.7   187.6   164.9   133.3    97.4    65.9    34.3
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   195.1   185.7   187.6   164.9   133.3   101.8    70.2    39.4
            M       0.0   322.4   256.6   955.7  1745.0  2271.6  2535.6  2553.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   78.16   77.67   80.00
Self wt.  : M     504.7   439.4   330.5   178.2    47.4    59.6     0.0
(Max)       V       5.4    10.7    16.1    21.4    25.1    24.8    26.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      93.7    81.5    61.3    33.1     8.8    11.1     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.7     4.6     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     700.8   610.1   459.0   247.4    65.8    82.8     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    34.9    34.4    36.6
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       8.0     5.9     3.9     1.9     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     227.0   197.6   148.7    80.2    21.3    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.3    11.1    11.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     125.3   109.0    82.0    44.2    11.8    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
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+    952.1   856.4   659.4   370.8   101.0   126.8     0.0
            V      48.1    62.2    80.6    94.6   105.2   104.3   108.7
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    52.4    66.5    80.6    94.6   105.2   104.3   108.7
            M     876.2   827.9   659.4   370.8   101.0   126.8     0.0
Total     : M+   2611.4  2300.1  1745.0   955.7   256.6   322.4     0.0
            V      65.9    97.4   133.3   164.9   187.6   185.7   195.1
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    70.2   101.8   133.3   164.9   187.6   185.7   195.1
            M    2535.6  2271.6  1745.0   955.7   256.6   322.4     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67
 
Beam-Self
Precast-top    0.175   0.443   0.784   1.023   1.161   1.209 
Bottom        -0.153  -0.384  -0.674  -0.871  -0.980  -1.021 
 
Prestress
Precast-top    0.197  -0.029  -0.383  -0.730  -1.069  -1.069 
Bottom         3.656   3.843   4.132   4.410   4.676   4.676 
 
Total
Precast-top    0.373   0.414   0.401   0.293   0.092   0.140 
Bottom         3.503   3.459   3.459   3.539   3.696   3.655 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.45 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
 
Prestress
Precast-top    0.061   0.171   0.160  -0.025  -0.332  -0.632  -0.925  -0.925
Bottom         0.723   3.164   2.664   3.326   3.577   3.817   4.047   4.047
 
Self wt.
Precast-top   -0.000   0.135   0.108   0.403   0.744   0.984   1.122   1.170
Bottom        -0.000  -0.118  -0.094  -0.349  -0.639  -0.838  -0.947  -0.988
 
DL-Prec (DC)
Precast-top   -0.000   0.025   0.020   0.075   0.138   0.183   0.208   0.217
Bottom        -0.000  -0.022  -0.018  -0.065  -0.119  -0.155  -0.176  -0.183
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.004   0.009   0.013   0.018   0.022
Bottom        -0.000  -0.001  -0.001  -0.004  -0.008  -0.011  -0.015  -0.019
 
Deck + Haunch
Precast-top   -0.000   0.188   0.149   0.560   1.034   1.366   1.557   1.625
Bottom        -0.000  -0.164  -0.131  -0.485  -0.888  -1.163  -1.315  -1.372
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.011   0.041   0.075   0.099   0.113   0.118
Precast-top   -0.000   0.007   0.006   0.022   0.041   0.055   0.063   0.065
Bottom        -0.000  -0.031  -0.025  -0.094  -0.172  -0.227  -0.259  -0.270
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.006   0.022   0.041   0.055   0.063   0.065
Precast-top   -0.000   0.004   0.003   0.012   0.023   0.030   0.035   0.036
Bottom        -0.000  -0.017  -0.014  -0.052  -0.095  -0.125  -0.143  -0.149
 
LL+I(+)
Topping-top   -0.000   0.091   0.073   0.269   0.491   0.638   0.722   0.744
Precast-top   -0.000   0.050   0.040   0.148   0.270   0.352   0.400   0.411
Bottom        -0.000  -0.210  -0.169  -0.621  -1.127  -1.459  -1.648  -1.696
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.112   0.089   0.332   0.607   0.792   0.898   0.927 
Precast-top    0.061   0.582   0.487   1.199   1.928   2.350   2.477   2.622 
Bottom         0.723   2.601   2.212   1.658   0.529  -0.162  -0.454  -0.629 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.021   0.017   0.063   0.116   0.154   0.176   0.183 
Precast-top    0.061   0.532   0.447   1.051   1.657   1.998   2.077   2.210 
Bottom         0.723   2.811   2.381   2.278   1.656   1.297   1.193   1.067 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67
 
Beam-Self
Precast-top    0.175   0.443   0.784   1.023   1.161   1.209 
Bottom        -0.153  -0.384  -0.674  -0.871  -0.980  -1.021 
 
Prestress
Precast-top    0.197  -0.029  -0.383  -0.730  -1.069  -1.069 
Bottom         3.656   3.843   4.132   4.410   4.676   4.676 
 
Total
Precast-top    0.373   0.414   0.401   0.293   0.092   0.140 
Bottom         3.503   3.459   3.459   3.539   3.696   3.655 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.45 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
 
Prestress
Precast-top    0.061   0.171   0.160  -0.025  -0.332  -0.632  -0.925  -0.925
Bottom         0.723   3.164   2.664   3.326   3.577   3.817   4.047   4.047
 
Self wt.
Precast-top   -0.000   0.135   0.108   0.403   0.744   0.984   1.122   1.170
Bottom        -0.000  -0.118  -0.094  -0.349  -0.639  -0.838  -0.947  -0.988
 
DL-Prec (DC)
Precast-top   -0.000   0.025   0.020   0.075   0.138   0.183   0.208   0.217
Bottom        -0.000  -0.022  -0.018  -0.065  -0.119  -0.155  -0.176  -0.183
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.004   0.009   0.013   0.018   0.022
Bottom        -0.000  -0.001  -0.001  -0.004  -0.008  -0.011  -0.015  -0.019
 
Deck + Haunch
Precast-top   -0.000   0.188   0.149   0.560   1.034   1.366   1.557   1.625
Bottom        -0.000  -0.164  -0.131  -0.485  -0.888  -1.163  -1.315  -1.372
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.011   0.041   0.075   0.099   0.113   0.118
Precast-top   -0.000   0.007   0.006   0.022   0.041   0.055   0.063   0.065
Bottom        -0.000  -0.031  -0.025  -0.094  -0.172  -0.227  -0.259  -0.270
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.006   0.022   0.041   0.055   0.063   0.065
Precast-top   -0.000   0.004   0.003   0.012   0.023   0.030   0.035   0.036
Bottom        -0.000  -0.017  -0.014  -0.052  -0.095  -0.125  -0.143  -0.149
 
LL+I(+)
Topping-top   -0.000   0.073   0.058   0.215   0.393   0.510   0.578   0.595
Precast-top   -0.000   0.040   0.032   0.118   0.216   0.282   0.320   0.329
Bottom        -0.000  -0.168  -0.135  -0.496  -0.901  -1.168  -1.318  -1.357
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.094   0.075   0.278   0.509   0.664   0.754   0.778 
Precast-top    0.061   0.572   0.479   1.170   1.874   2.280   2.397   2.539 
Bottom         0.723   2.643   2.246   1.782   0.754   0.129  -0.125  -0.290 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
F_LL+I(+)
Topping-top   -0.000   0.064   0.051   0.188   0.333   0.430   0.475   0.463
Precast-top   -0.000   0.035   0.028   0.103   0.183   0.237   0.263   0.256
Bottom        -0.000  -0.149  -0.120  -0.433  -0.764  -0.984  -1.084  -1.056
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.075   0.060   0.219   0.391   0.507   0.563   0.555 
Precast-top    0.030   0.301   0.252   0.629   1.012   1.236   1.301   1.361 
Bottom         0.362   1.257   1.071   0.706   0.064  -0.335  -0.488  -0.523 
 

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
    343.8    6.5   40.4    0.757   4.0   6.00e-3 50.0    359.0     2.136    4.224      0.00
      0.0    0.7   40.1     42.0 0.207      19.0 0.87    12.00     0.109    1.203 
Transfer:   3.00
    327.9    6.5   40.4    3.406  18.1  -0.01e-3 29.0    244.4     0.697    1.760      0.00
    569.6    3.2   38.8    189.0 0.196     101.9 4.82    12.00     0.109    1.262 
Critical:   3.90
    321.6    6.5   40.4    3.597  18.1  -0.02e-3 28.9    236.5     0.675    1.320      0.00
    760.1    3.3   38.8    189.0 0.192     102.7 4.87    12.00     0.109    1.284 
0.1L    :   8.13
    292.9    6.5   38.0    5.212  18.1  -0.04e-3 28.9    210.6     0.646    0.827      0.00
   1672.4    4.1   35.9    189.0 0.188      96.7 4.95    12.00     0.109    1.181 
0.2L    :  16.27
    240.9    6.5   37.1    6.944  18.1  -0.01e-3 28.9    157.9     0.503    0.620      0.00
   2996.2    4.8   34.7    189.0 0.158      91.7 4.85    12.00     0.109    1.138 
0.3L    :  24.40
    190.1    6.5   38.6    6.944  18.1   0.75e-3 31.6    132.6     0.450    0.620      0.00
   3890.7    4.8   36.2    189.0 0.117      60.6 3.08    24.00     0.109    1.236 
0.4L    :  32.53
    140.5    6.5   40.1    6.944   0.0   1.07e-3 32.7    101.4     0.345    0.496      0.00
   4348.5    4.8   37.7    189.0 0.091      54.7 2.67    24.00     0.109    1.284 
0.5L    :  40.67
     91.9    6.5   40.1    6.944   0.0   0.88e-3 32.1     42.8     0.142    0.413      0.00
   4385.3    4.8   37.7    189.0 0.059      59.4 2.89    24.00     0.109    1.799 
0.6L    :  48.80
    140.5    6.5   40.1    6.944   0.0   1.07e-3 32.7    101.4     0.345    0.496      0.00
   4348.5    4.8   37.7    189.0 0.091      54.7 2.67    24.00     0.109    1.284 
0.7L    :  56.93
    190.1    6.5   38.6    6.944  18.1   0.75e-3 31.6    132.6     0.450    0.620      0.00
   3890.7    4.8   36.2    189.0 0.117      60.6 3.08    24.00     0.109    1.236 
0.8L    :  65.07
    240.9    6.5   37.1    6.944  18.1  -0.01e-3 28.9    157.9     0.503    0.620      0.00
   2996.2    4.8   34.7    189.0 0.158      91.7 4.85    12.00     0.109    1.138 
0.9L    :  73.20
    292.9    6.5   38.0    5.212  18.1  -0.04e-3 28.9    210.6     0.646    0.827      0.00
   1672.4    4.1   35.9    189.0 0.188      96.7 4.95    12.00     0.109    1.181 
Critical:  77.44
    321.6    6.5   40.4    3.597  18.1  -0.02e-3 28.9    236.5     0.675    1.320      0.00
    760.1    3.3   38.8    189.0 0.192     102.7 4.87    12.00     0.109    1.284 
Transfer:  78.33
    327.9    6.5   40.4    3.406  18.1  -0.01e-3 29.0    244.4     0.697    1.760      0.00
    569.6    3.2   38.8    189.0 0.196     101.9 4.82    12.00     0.109    1.262 
Bearing :  80.67
    343.8    6.5   40.4    0.757   4.0   6.00e-3 50.0    359.0     2.136    4.224      0.00
      0.0    0.7   40.1     42.0 0.207      19.0 0.87    12.00     0.109    1.203 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1361.16
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    2.72
 
 
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
    343.8      9.54     40.42    0.72       40.06    24.00      0.300      2.429      0.227      4.224 
Transfer:      2.33
    327.9      9.38     40.42    3.15       38.84    24.00      0.300      2.377      0.196      1.760 
Critical:      3.23
    321.8      9.22     40.42    3.32       38.76    24.00      0.300      2.325      0.165      1.320 
0.1L    :      7.47
    292.9      9.06     37.96    4.10       35.91    24.00      0.300      2.270      0.132      0.827 
0.2L    :     15.60
    240.9      7.70     37.13    4.76       34.75    24.00      0.300      1.818      0.000      0.620 
0.3L    :     23.73
    190.1      5.83     38.62    4.77       36.24    24.00      0.300      1.193      0.000      0.620 
0.4L    :     31.87
    140.5      4.14     40.12    4.77       37.74    24.00      0.300      0.629      0.000      0.496 
0.5L    :     40.00
     91.9      2.71     40.12    4.77       37.74    24.00      0.300      0.152      0.000      0.413 
0.6L    :     48.13
    140.5      4.14     40.12    4.77       37.74    24.00      0.300      0.629      0.000      0.496 
0.7L    :     56.27
    190.1      5.83     38.62    4.77       36.24    24.00      0.300      1.193      0.000      0.620 
0.8L    :     64.40
    240.9      7.70     37.13    4.76       34.75    24.00      0.300      1.818      0.000      0.620 
0.9L    :     72.53
    292.9      9.06     37.96    4.10       35.91    24.00      0.300      2.270      0.132      0.827 
Critical:     76.77
    321.8      9.22     40.42    3.32       38.76    24.00      0.300      2.325      0.165      1.320 
Transfer:     77.67
    327.9      9.38     40.42    3.15       38.84    24.00      0.300      2.377      0.196      1.760 
Bearing :     80.00
    343.8      9.54     40.42    0.72       40.06    24.00      0.300      2.429      0.227      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.47 ft
Prestress      :       1.223  1.80      2.201  2.20      2.690
Self Wt.       :      -0.408  1.85     -0.754  2.40     -0.978
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          :       0.815            1.447            1.712
 
At 0.2 x L = 15.60 ft
Prestress      :       2.207  1.80      3.972  2.20      4.855
Self Wt.       :      -0.765  1.85     -1.415  2.40     -1.835
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.442            2.557            3.019
 
At 0.3 x L = 23.73 ft
Prestress      :       2.917  1.80      5.250  2.20      6.417
Self Wt.       :      -1.036  1.85     -1.918  2.40     -2.488
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.880            3.333            3.929
 
At 0.4 x L = 31.87 ft
Prestress      :       3.325  1.80      5.986  2.20      7.316
Self Wt.       :      -1.200  1.85     -2.221  2.40     -2.881
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.125            3.765            4.435
 
At 0.5 x L = 40.00 ft
Prestress      :       3.481  1.80      6.266  2.20      7.659
Self Wt.       :      -1.261  1.85     -2.332  2.40     -3.025
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.221            3.934            4.633
 
At 0.6 x L = 48.13 ft
Prestress      :       3.325  1.80      5.986  2.20      7.316
Self Wt.       :      -1.200  1.85     -2.221  2.40     -2.881
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.125            3.765            4.435
 
At 0.7 x L = 56.27 ft
Prestress      :       2.917  1.80      5.250  2.20      6.417
Self Wt.       :      -1.036  1.85     -1.918  2.40     -2.488
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.880            3.333            3.929
 
At 0.8 x L = 64.40 ft
Prestress      :       2.207  1.80      3.972  2.20      4.855
Self Wt.       :      -0.765  1.85     -1.415  2.40     -1.835
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.442            2.557            3.019
 
At 0.9 x L = 72.53 ft
Prestress      :       1.223  1.80      2.201  2.20      2.690
Self Wt.       :      -0.408  1.85     -0.754  2.40     -0.978
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          :       0.815            1.447            1.712
 

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
   561.7    34.7  4.541  261.9    3.7   3.15   3281.1  0.031T 1.00       -       -     -     -  
H/2     :   1.84
   446.8    34.6  3.800  263.2    3.1   2.65   2772.3  0.038T 1.00       -       -     -     -  
0.1L    :   7.47
  1672.4    35.6  5.956  259.8    4.8   4.10   4329.1  0.023T 1.00       -       -     -     -  
0.2L    :  15.60
  3079.7    37.1  6.944  258.6    5.6   4.76   5199.5  0.020T 1.00   3700.7  3700.7    1.41    -  
0.3L    :  23.73
  4055.1    38.6  6.944  259.0    5.6   4.77   5432.3  0.020T 1.00   3789.3  3789.3    1.43    -  
0.4L    :  31.87
  4637.2    40.1  6.944  259.4    5.6   4.77   5665.2  0.020T 1.00   3954.6  3954.6    1.43    -  
0.5L    :  40.00
  4804.4    40.1  6.944  259.4    5.6   4.77   5665.2  0.020T 1.00   3917.0  3917.0    1.45    -  
0.6L    :  48.13
  4637.2    40.1  6.944  259.4    5.6   4.77   5665.2  0.020T 1.00   3954.6  3954.6    1.43    -  
0.7L    :  56.27
  4055.1    38.6  6.944  259.0    5.6   4.77   5432.3  0.020T 1.00   3789.3  3789.3    1.43    -  
0.8L    :  64.40
  3079.7    37.1  6.944  258.6    5.6   4.76   5199.5  0.020T 1.00   3700.7  3700.7    1.41    -  
0.9L    :  72.53
  1672.4    35.6  5.956  259.8    4.8   4.10   4329.1  0.023T 1.00       -       -     -     -  
H/2     :  78.16
   446.8    34.6  3.800  263.2    3.1   2.65   2772.3  0.038T 1.00       -       -     -     -  
Transfer:  77.67
   561.7    34.7  4.541  261.9    3.7   3.15   3281.1  0.031T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 2; Groups 1-16; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.066
        M   2.00 Fb     0.182
 
  2   2 E  32.00 Ft     0.404
        M   8.00 Fb     0.127
 
  3   2 E  30.00 Ft     0.709
        M   6.00 Fb     0.100
 
  4   2 E  28.00 Ft     0.982
        M   4.00 Fb     0.102
 
  5   2 E  26.00 Ft     1.223
        M   2.00 Fb     0.131
 
  6   2 E   6.00 Ft     1.178
        M   6.00 Fb     0.410
 
  7   2 E   6.00 Ft     1.132
        M   6.00 Fb     0.688
 
  8   2 E   6.00 Ft     1.087
        M   6.00 Fb     0.967
 
  9   2 E   6.00 Ft     1.042
        M   6.00 Fb     1.245
 
 10   2 E   4.00 Ft     0.965
        M   4.00 Fb     1.552
 
 11   2 E   4.00 Ft     0.888
        M   4.00 Fb     1.858
 
 12   2 E   4.00 Ft     0.810
        M   4.00 Fb     2.165
 
 13   2 E   2.00 Ft     0.701
        M   2.00 Fb     2.499
 
 14   2 E   2.00 Ft     0.592
        M   2.00 Fb     2.834
 
 15   2 E   2.00 Ft     0.482
        M   2.00 Fb     3.168
 
 16   2 E   2.00 Ft     0.373
        M   2.00 Fb     3.503
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 81.33            Release Length, ft: 81.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  32
No. of strands, Draped:   8           No. of strands, Straight:  24
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  8.72 %               Final losses: 14.51 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.696   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.092   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5665.20     4804.38     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   0.927     Midspan    1.800   0.183     Midspan
    Pre.Top:   4.200   2.622     Midspan    3.150   2.210     Midspan
    Pre.Bot:   4.200   2.601    Transfer    3.150   2.811    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503   0.061     Bearing
    Pre.Bot:  -0.503  -0.290     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.361     Midspan
    Pre.Bot:                                                             2.800   1.257    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  40.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.481  1.80      6.266  2.20      7.659
Self Wt.       :      -1.261  1.85     -2.332  2.40     -3.025
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       2.221            3.934            4.633
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   80.00
     DC  Line       0.087      0.00       0.087   80.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    40.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 81.333 ft
Release length = 81.333 ft
Design  length = 80.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.725   (Calculated)    
Live Moment (1  lane  loaded)  : 0.510   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.214   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.971   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 3
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        631.7 in2           1361.0 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           285288 in4#
Ht. of c.g.           =        17.14 in             29.55 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1571.8 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8314

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     1.84     7.47    15.60    23.73    31.87    40.00
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    639.2    665.3    659.8    665.3    665.3    665.3    665.3    665.3
  Yb      ,  in    17.06    16.76    16.82    16.71    16.63    16.56    16.48    16.48
  MI(Ixx) , in4   100356   101809   101487   102295   103183   104214   105389   105389
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1368.1   1392.6   1387.5   1392.6   1392.6   1392.6   1392.6   1392.6
  Yb      ,  in    29.45    29.09    29.17    29.07    29.04    29.00    28.97    28.97
  MI(Ixx) , in4   287959   297620   295553   298817   300826   302975   305262   305262

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 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           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  32 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 32.53 ft from member end )
END PATTERN (Ycg = 10.13 in):
    10 @  2.000 in     6 @  4.000 in     8 @  6.000 in     2 @ 26.000 in
     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.13 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    10 @  2.000 in     6 @  4.000 in     8 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    6.94 in2      Initial Pull          =     1361.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.716 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.645 ft
Holddown Force        =  20.880 kips     Beam Shrtng (PL/AE)   =      0.413 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)       
--------------------------------------------------------------------------------------
      2603.648         740 1926.700     13.215 53519.117   725.810     514.833        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.50       0.1250      0.3333    Yes
      2      US#6[M19]       60.00        0.88       2.50       0.3333      0.5417     No
      2      US#6[M19]       60.00        0.88       2.50       0.5417      0.7500    Yes
      2      US#6[M19]       60.00        0.88       4.00       0.7500      1.0833     No
      2      US#6[M19]       60.00        0.88       4.00       1.0833      1.4167    Yes
      2      US#6[M19]       60.00        0.88       4.00       1.4167      1.7500     No
      2      US#6[M19]       60.00        0.88       6.00       1.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167      9.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.6667     27.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.6667     32.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      32.6667     48.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      48.6667     53.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      53.6667     71.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00      71.6667     76.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      76.9167     77.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      77.5833     79.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      79.5833     79.9167     No
      2      US#6[M19]       60.00        0.88       4.00      79.9167     80.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00      80.2500     80.5833     No
      2      US#6[M19]       60.00        0.88       2.50      80.5833     80.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50      80.7917     81.0000     No
      2      US#6[M19]       60.00        0.88       2.50      81.0000     81.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      81.2083     81.3333     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 81.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.9440 in2       Ycg =  4.13 in
         P_init    =     1361.2 kips  Ecc = 13.01 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.10 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.926 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.55 ksi    0.00 ksi
    due to Composite Loads                                 -1.99 ksi    0.00 ksi
    due to Live Loads                                      -6.46 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                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.39 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.10 ksi  ( 8.72 %)            11.35 ksi ( 5.79 %)
Total Prestress Losses                                    28.45 ksi (14.51 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    59.6    47.4   178.2   330.5   439.4   504.7   526.4
(Max)       V      26.3    24.8    25.1    21.4    16.1    10.7     5.4     0.0
DL-Prec.  : M       0.0    11.1     8.8    33.1    61.3    81.5    93.7    97.7
DC(Max)     V       4.9     4.6     4.7     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    82.8    65.8   247.4   459.0   610.1   700.8   731.0
Haunch (Max)V      36.6    34.4    34.9    29.7    22.3    14.9     7.4     0.0
Diaphragm : M       0.0     0.6     0.5     1.9     3.9     5.9     8.0    10.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    26.8    21.3    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.3     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0    14.8    11.8    44.2    82.0   109.0   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   179.1   142.5   531.5   972.8  1270.5  1446.7  1489.1
            V     133.8   128.4   129.5   116.4    98.4    80.5    56.4    38.4
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   133.8   128.4   129.5   116.4    99.4    83.1    67.4    52.4
            M      -0.0   183.6   146.4   531.5   925.0  1176.5  1281.7  1249.6
Total     : M+      0.0   374.8   298.1  1116.4  2058.3  2714.1  3106.0  3221.7
            V     220.2   209.7   211.9   186.7   151.2   115.8    74.2    38.7
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   220.2   209.7   211.9   186.7   152.2   118.3    85.2    52.6
            M      -0.0   379.3   302.0  1116.4  2010.5  2620.2  2941.1  2982.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   78.16   77.67   80.00
Self wt.  : M     504.7   439.4   330.5   178.2    47.4    59.6     0.0
(Max)       V       5.4    10.7    16.1    21.4    25.1    24.8    26.3
DL-Prec.  : M      93.7    81.5    61.3    33.1     8.8    11.1     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.7     4.6     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     700.8   610.1   459.0   247.4    65.8    82.8     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    34.9    34.4    36.6
Diaphragm : M       8.0     5.9     3.9     1.9     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     227.0   197.6   148.7    80.2    21.3    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.3    11.1    11.8
DL-Comp   : M     125.3   109.0    82.0    44.2    11.8    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
LL + I    : M+   1446.7  1270.5   972.8   531.5   142.5   179.1     0.0
            V      56.4    80.5    98.4   116.4   129.5   128.4   133.8
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    67.4    83.1    99.4   116.4   129.5   128.4   133.8
            M    1281.7  1176.5   925.0   531.5   146.4   183.6    -0.0
Total     : M+   3106.0  2714.1  2058.3  1116.4   298.1   374.8     0.0
            V      74.2   115.8   151.2   186.7   211.9   209.7   220.2
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    85.2   118.3   152.2   186.7   211.9   209.7   220.2
            M    2941.1  2620.2  2010.5  1116.4   302.0   379.3    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               26.3             26.3
Deck+Haunch            36.6             36.6
Diaphragm               0.3              0.3
DL-Prec.(DC)            4.9              4.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           59.2             59.2
DL-Comp.(DW)           32.7             32.7
Live                   89.2             89.2
        Truck          63.6             63.6
        Lane           25.6             25.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    59.6    47.4   178.2   330.5   439.4   504.7   526.4
(Max)       V      26.3    24.8    25.1    21.4    16.1    10.7     5.4     0.0
DL-Prec.  : M       0.0    11.1     8.8    33.1    61.3    81.5    93.7    97.7
DC(Max)     V       4.9     4.6     4.7     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    82.8    65.8   247.4   459.0   610.1   700.8   731.0
Haunch (Max)V      36.6    34.4    34.9    29.7    22.3    14.9     7.4     0.0
Diaphragm : M       0.0     0.6     0.5     1.9     3.9     5.9     8.0    10.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    26.8    21.3    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.3     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0    14.8    11.8    44.2    82.0   109.0   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   143.3   114.0   425.2   778.2  1016.4  1157.3  1191.3
            V     107.0   102.7   103.6    93.1    78.7    64.4    45.1    30.8
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   107.0   102.7   103.6    93.1    79.5    66.5    53.9    41.9
            M      -0.0   146.9   117.1   425.2   740.0   941.2  1025.4   999.7
Total     : M+      0.0   339.0   269.6  1010.1  1863.7  2460.0  2816.7  2923.9
            V     193.4   184.0   186.0   163.4   131.5    99.7    62.9    31.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   193.4   184.0   186.0   163.4   132.3   101.7    71.7    42.1
            M      -0.0   342.6   272.7  1010.1  1825.5  2384.9  2684.7  2732.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   78.16   77.67   80.00
Self wt.  : M     504.7   439.4   330.5   178.2    47.4    59.6     0.0
(Max)       V       5.4    10.7    16.1    21.4    25.1    24.8    26.3
DL-Prec.  : M      93.7    81.5    61.3    33.1     8.8    11.1     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.7     4.6     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     700.8   610.1   459.0   247.4    65.8    82.8     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    34.9    34.4    36.6
Diaphragm : M       8.0     5.9     3.9     1.9     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     227.0   197.6   148.7    80.2    21.3    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.3    11.1    11.8
DL-Comp   : M     125.3   109.0    82.0    44.2    11.8    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
LL + I    : M+   1157.3  1016.4   778.2   425.2   114.0   143.3     0.0
            V      45.1    64.4    78.7    93.1   103.6   102.7   107.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.9    66.5    79.5    93.1   103.6   102.7   107.0
            M    1025.4   941.2   740.0   425.2   117.1   146.9    -0.0
Total     : M+   2816.7  2460.0  1863.7  1010.1   269.6   339.0     0.0
            V      62.9    99.7   131.5   163.4   186.0   184.0   193.4
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    71.7   101.7   132.3   163.4   186.0   184.0   193.4
            M    2684.7  2384.9  1825.5  1010.1   272.7   342.6    -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    1.84    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    74.5    59.3   222.7   413.2   549.2   630.8   658.0
(Max)       V      32.9    31.0    31.4    26.8    20.1    13.4     6.7     0.0
Self wt.  : M       0.0    53.7    42.7   160.4   297.5   395.4   454.2   473.8
(Min)       V      23.7    22.3    22.6    19.3    14.5     9.6     4.8     0.0
DL-Prec.  : M       0.0    13.8    11.0    41.3    76.7   101.9   117.1   122.1
DC(Max)     V       6.1     5.7     5.8     5.0     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0    10.0     7.9    29.8    55.2    73.4    84.3    87.9
DC(Min)     V       4.4     4.1     4.2     3.6     2.7     1.8     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
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   103.5    82.3   309.3   573.8   762.7   876.0   913.8
Haunch (Max)V      45.7    43.0    43.6    37.2    27.9    18.6     9.3     0.0
Deck +    : M       0.0    74.5    59.3   222.7   413.1   549.1   630.7   657.9
Haunch (Min)V      32.9    31.0    31.4    26.8    20.1    13.4     6.7     0.0
Diaphragm : M       0.0     0.7     0.6     2.3     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.4     1.7     3.5     5.3     7.2     9.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    33.5    26.7   100.2   185.9   247.0   283.8   296.0
DC(Max)     V      14.8    13.9    14.1    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    24.1    19.2    72.1   133.8   177.9   204.3   213.1
DC(Min)     V      10.7    10.0    10.2     8.7     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0    22.2    17.7    66.3   123.1   163.6   187.9   196.0
DW(Max)     V       9.8     9.2     9.3     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0     9.6     7.6    28.7    53.3    70.9    81.4    84.9
DW(Min)     V       4.2     4.0     4.1     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   313.4   249.4   930.1  1702.3  2223.3  2531.7  2606.0
            V     234.2   224.6   226.6   203.7   172.3   140.8    98.7    67.3
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   234.2   224.6   226.6   203.7   173.9   145.4   117.9    91.6
            M      -0.0   321.3   256.2   930.1  1618.8  2058.9  2243.0  2186.8
Total     : M+      0.0   561.7   446.8  1672.4  3079.7  4055.1  4637.2  4804.4
            V     343.8   327.9   331.2   292.9   239.2   185.6   121.2    67.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   343.8   327.9   331.2   292.9   240.9   190.1   140.5    91.9
            M      -0.0   569.6   453.6  1672.4  2996.2  3890.7  4348.5  4385.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   78.16   77.67   80.00
Self wt.  : M     630.8   549.2   413.2   222.7    59.3    74.5     0.0
(Max)       V       6.7    13.4    20.1    26.8    31.4    31.0    32.9
Self wt.  : M     454.2   395.4   297.5   160.4    42.7    53.7     0.0
(Min)       V       4.8     9.6    14.5    19.3    22.6    22.3    23.7
DL-Prec.  : M     117.1   101.9    76.7    41.3    11.0    13.8     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
DL-Prec.  : M      84.3    73.4    55.2    29.8     7.9    10.0     0.0
DC(Min)     V       0.9     1.8     2.7     3.6     4.2     4.1     4.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     876.0   762.7   573.8   309.3    82.3   103.5     0.0
Haunch (Max)V       9.3    18.6    27.9    37.2    43.6    43.0    45.7
Deck +    : M     630.7   549.1   413.1   222.7    59.3    74.5     0.0
Haunch (Min)V       6.7    13.4    20.1    26.8    31.4    31.0    32.9
Diaphragm : M      10.0     7.4     4.9     2.3     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       7.2     5.3     3.5     1.7     0.4     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     283.8   247.0   185.9   100.2    26.7    33.5     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.1    13.9    14.8
DL-Comp   : M     204.3   177.9   133.8    72.1    19.2    24.1     0.0
DC(Min)     V       2.2     4.3     6.5     8.7    10.2    10.0    10.7
DL-Comp   : M     187.9   163.6   123.1    66.3    17.7    22.2     0.0
DW(Max)     V       2.0     4.0     6.0     8.0     9.3     9.2     9.8
DL-Comp   : M      81.4    70.9    53.3    28.7     7.6     9.6     0.0
DW(Min)     V       0.9     1.7     2.6     3.5     4.1     4.0     4.2
LL + I    : M+   2531.7  2223.3  1702.3   930.1   249.4   313.4     0.0
            V      98.7   140.8   172.3   203.7   226.6   224.6   234.2
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   117.9   145.4   173.9   203.7   226.6   224.6   234.2
            M    2243.0  2058.9  1618.8   930.1   256.2   321.3    -0.0
Total     : M+   4637.2  4055.1  3079.7  1672.4   446.8   561.7     0.0
            V     121.2   185.6   239.2   292.9   331.2   327.9   343.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   140.5   190.1   240.9   292.9   331.2   327.9   343.8
            M    4348.5  3890.7  2996.2  1672.4   453.6   569.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               32.9             32.9
Deck+Haunch            45.7             45.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           49.0             49.0
Live                  156.1            156.1
        Truck         111.3            111.3
        Lane           44.8             44.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    59.6    47.4   178.2   330.5   439.4   504.7   526.4
(Max)       V      26.3    24.8    25.1    21.4    16.1    10.7     5.4     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    11.1     8.8    33.1    61.3    81.5    93.7    97.7
DC(Max)     V       4.9     4.6     4.7     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    82.8    65.8   247.4   459.0   610.1   700.8   731.0
Haunch (Max)V      36.6    34.4    34.9    29.7    22.3    14.9     7.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     1.9     3.9     5.9     8.0    10.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    26.8    21.3    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.3     9.6     7.2     4.8     2.4     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    14.8    11.8    44.2    82.0   109.0   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   126.8   101.0   370.8   659.4   856.4   952.1   927.5
            V     108.7   104.3   105.2    94.6    80.6    62.2    48.1    34.0
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   108.7   104.3   105.2    94.6    80.6    66.5    52.4    39.1
            M       0.0   126.8   101.0   370.8   659.4   827.9   876.2   820.8
Total     : M+      0.0   322.4   256.6   955.7  1745.0  2300.1  2611.4  2660.1
            V     195.1   185.7   187.6   164.9   133.3    97.4    65.9    34.3
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   195.1   185.7   187.6   164.9   133.3   101.8    70.2    39.4
            M       0.0   322.4   256.6   955.7  1745.0  2271.6  2535.6  2553.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   78.16   77.67   80.00
Self wt.  : M     504.7   439.4   330.5   178.2    47.4    59.6     0.0
(Max)       V       5.4    10.7    16.1    21.4    25.1    24.8    26.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      93.7    81.5    61.3    33.1     8.8    11.1     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.7     4.6     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     700.8   610.1   459.0   247.4    65.8    82.8     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    34.9    34.4    36.6
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       8.0     5.9     3.9     1.9     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     227.0   197.6   148.7    80.2    21.3    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.3    11.1    11.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     125.3   109.0    82.0    44.2    11.8    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
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+    952.1   856.4   659.4   370.8   101.0   126.8     0.0
            V      48.1    62.2    80.6    94.6   105.2   104.3   108.7
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    52.4    66.5    80.6    94.6   105.2   104.3   108.7
            M     876.2   827.9   659.4   370.8   101.0   126.8     0.0
Total     : M+   2611.4  2300.1  1745.0   955.7   256.6   322.4     0.0
            V      65.9    97.4   133.3   164.9   187.6   185.7   195.1
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    70.2   101.8   133.3   164.9   187.6   185.7   195.1
            M    2535.6  2271.6  1745.0   955.7   256.6   322.4     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67
 
Beam-Self
Precast-top    0.175   0.443   0.784   1.023   1.161   1.209 
Bottom        -0.153  -0.384  -0.674  -0.871  -0.980  -1.021 
 
Prestress
Precast-top    0.197  -0.029  -0.383  -0.730  -1.069  -1.069 
Bottom         3.656   3.843   4.132   4.410   4.676   4.676 
 
Total
Precast-top    0.373   0.414   0.401   0.293   0.092   0.140 
Bottom         3.503   3.459   3.459   3.539   3.696   3.655 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.45 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
 
Prestress
Precast-top    0.061   0.171   0.160  -0.025  -0.332  -0.632  -0.925  -0.925
Bottom         0.723   3.164   2.664   3.326   3.577   3.817   4.047   4.047
 
Self wt.
Precast-top   -0.000   0.135   0.108   0.403   0.744   0.984   1.122   1.170
Bottom        -0.000  -0.118  -0.094  -0.349  -0.639  -0.838  -0.947  -0.988
 
DL-Prec (DC)
Precast-top   -0.000   0.025   0.020   0.075   0.138   0.183   0.208   0.217
Bottom        -0.000  -0.022  -0.018  -0.065  -0.119  -0.155  -0.176  -0.183
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.004   0.009   0.013   0.018   0.022
Bottom        -0.000  -0.001  -0.001  -0.004  -0.008  -0.011  -0.015  -0.019
 
Deck + Haunch
Precast-top   -0.000   0.188   0.149   0.560   1.034   1.366   1.557   1.625
Bottom        -0.000  -0.164  -0.131  -0.485  -0.888  -1.163  -1.315  -1.372
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.011   0.041   0.075   0.099   0.113   0.118
Precast-top   -0.000   0.007   0.006   0.022   0.041   0.055   0.063   0.065
Bottom        -0.000  -0.031  -0.025  -0.094  -0.172  -0.227  -0.259  -0.270
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.006   0.022   0.041   0.055   0.063   0.065
Precast-top   -0.000   0.004   0.003   0.012   0.023   0.030   0.035   0.036
Bottom        -0.000  -0.017  -0.014  -0.052  -0.095  -0.125  -0.143  -0.149
 
LL+I(+)
Topping-top   -0.000   0.091   0.073   0.269   0.491   0.638   0.722   0.744
Precast-top   -0.000   0.050   0.040   0.148   0.270   0.352   0.400   0.411
Bottom        -0.000  -0.210  -0.169  -0.621  -1.127  -1.459  -1.648  -1.696
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.112   0.089   0.332   0.607   0.792   0.898   0.927 
Precast-top    0.061   0.582   0.487   1.199   1.928   2.350   2.477   2.622 
Bottom         0.723   2.601   2.212   1.658   0.529  -0.162  -0.454  -0.629 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.021   0.017   0.063   0.116   0.154   0.176   0.183 
Precast-top    0.061   0.532   0.447   1.051   1.657   1.998   2.077   2.210 
Bottom         0.723   2.811   2.381   2.278   1.656   1.297   1.193   1.067 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67
 
Beam-Self
Precast-top    0.175   0.443   0.784   1.023   1.161   1.209 
Bottom        -0.153  -0.384  -0.674  -0.871  -0.980  -1.021 
 
Prestress
Precast-top    0.197  -0.029  -0.383  -0.730  -1.069  -1.069 
Bottom         3.656   3.843   4.132   4.410   4.676   4.676 
 
Total
Precast-top    0.373   0.414   0.401   0.293   0.092   0.140 
Bottom         3.503   3.459   3.459   3.539   3.696   3.655 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.45 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
 
Prestress
Precast-top    0.061   0.171   0.160  -0.025  -0.332  -0.632  -0.925  -0.925
Bottom         0.723   3.164   2.664   3.326   3.577   3.817   4.047   4.047
 
Self wt.
Precast-top   -0.000   0.135   0.108   0.403   0.744   0.984   1.122   1.170
Bottom        -0.000  -0.118  -0.094  -0.349  -0.639  -0.838  -0.947  -0.988
 
DL-Prec (DC)
Precast-top   -0.000   0.025   0.020   0.075   0.138   0.183   0.208   0.217
Bottom        -0.000  -0.022  -0.018  -0.065  -0.119  -0.155  -0.176  -0.183
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.004   0.009   0.013   0.018   0.022
Bottom        -0.000  -0.001  -0.001  -0.004  -0.008  -0.011  -0.015  -0.019
 
Deck + Haunch
Precast-top   -0.000   0.188   0.149   0.560   1.034   1.366   1.557   1.625
Bottom        -0.000  -0.164  -0.131  -0.485  -0.888  -1.163  -1.315  -1.372
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.011   0.041   0.075   0.099   0.113   0.118
Precast-top   -0.000   0.007   0.006   0.022   0.041   0.055   0.063   0.065
Bottom        -0.000  -0.031  -0.025  -0.094  -0.172  -0.227  -0.259  -0.270
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.006   0.022   0.041   0.055   0.063   0.065
Precast-top   -0.000   0.004   0.003   0.012   0.023   0.030   0.035   0.036
Bottom        -0.000  -0.017  -0.014  -0.052  -0.095  -0.125  -0.143  -0.149
 
LL+I(+)
Topping-top   -0.000   0.073   0.058   0.215   0.393   0.510   0.578   0.595
Precast-top   -0.000   0.040   0.032   0.118   0.216   0.282   0.320   0.329
Bottom        -0.000  -0.168  -0.135  -0.496  -0.901  -1.168  -1.318  -1.357
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.094   0.075   0.278   0.509   0.664   0.754   0.778 
Precast-top    0.061   0.572   0.479   1.170   1.874   2.280   2.397   2.539 
Bottom         0.723   2.643   2.246   1.782   0.754   0.129  -0.125  -0.290 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
F_LL+I(+)
Topping-top   -0.000   0.064   0.051   0.188   0.333   0.430   0.475   0.463
Precast-top   -0.000   0.035   0.028   0.103   0.183   0.237   0.263   0.256
Bottom        -0.000  -0.149  -0.120  -0.433  -0.764  -0.984  -1.084  -1.056
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.075   0.060   0.219   0.391   0.507   0.563   0.555 
Precast-top    0.030   0.301   0.252   0.629   1.012   1.236   1.301   1.361 
Bottom         0.362   1.257   1.071   0.706   0.064  -0.335  -0.488  -0.523 
 

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
    343.8    6.5   40.4    0.757   4.0   6.00e-3 50.0    359.0     2.136    4.224      0.00
      0.0    0.7   40.1     42.0 0.207      19.0 0.87    12.00     0.109    1.203 
Transfer:   3.00
    327.9    6.5   40.4    3.406  18.1  -0.01e-3 29.0    244.4     0.697    1.760      0.00
    569.6    3.2   38.8    189.0 0.196     101.9 4.82    12.00     0.109    1.262 
Critical:   3.90
    321.6    6.5   40.4    3.597  18.1  -0.02e-3 28.9    236.5     0.675    1.320      0.00
    760.1    3.3   38.8    189.0 0.192     102.7 4.87    12.00     0.109    1.284 
0.1L    :   8.13
    292.9    6.5   38.0    5.212  18.1  -0.04e-3 28.9    210.6     0.646    0.827      0.00
   1672.4    4.1   35.9    189.0 0.188      96.7 4.95    12.00     0.109    1.181 
0.2L    :  16.27
    240.9    6.5   37.1    6.944  18.1  -0.01e-3 28.9    157.9     0.503    0.620      0.00
   2996.2    4.8   34.7    189.0 0.158      91.7 4.85    12.00     0.109    1.138 
0.3L    :  24.40
    190.1    6.5   38.6    6.944  18.1   0.75e-3 31.6    132.6     0.450    0.620      0.00
   3890.7    4.8   36.2    189.0 0.117      60.6 3.08    24.00     0.109    1.236 
0.4L    :  32.53
    140.5    6.5   40.1    6.944   0.0   1.07e-3 32.7    101.4     0.345    0.496      0.00
   4348.5    4.8   37.7    189.0 0.091      54.7 2.67    24.00     0.109    1.284 
0.5L    :  40.67
     91.9    6.5   40.1    6.944   0.0   0.88e-3 32.1     42.8     0.142    0.413      0.00
   4385.3    4.8   37.7    189.0 0.059      59.4 2.89    24.00     0.109    1.799 
0.6L    :  48.80
    140.5    6.5   40.1    6.944   0.0   1.07e-3 32.7    101.4     0.345    0.496      0.00
   4348.5    4.8   37.7    189.0 0.091      54.7 2.67    24.00     0.109    1.284 
0.7L    :  56.93
    190.1    6.5   38.6    6.944  18.1   0.75e-3 31.6    132.6     0.450    0.620      0.00
   3890.7    4.8   36.2    189.0 0.117      60.6 3.08    24.00     0.109    1.236 
0.8L    :  65.07
    240.9    6.5   37.1    6.944  18.1  -0.01e-3 28.9    157.9     0.503    0.620      0.00
   2996.2    4.8   34.7    189.0 0.158      91.7 4.85    12.00     0.109    1.138 
0.9L    :  73.20
    292.9    6.5   38.0    5.212  18.1  -0.04e-3 28.9    210.6     0.646    0.827      0.00
   1672.4    4.1   35.9    189.0 0.188      96.7 4.95    12.00     0.109    1.181 
Critical:  77.44
    321.6    6.5   40.4    3.597  18.1  -0.02e-3 28.9    236.5     0.675    1.320      0.00
    760.1    3.3   38.8    189.0 0.192     102.7 4.87    12.00     0.109    1.284 
Transfer:  78.33
    327.9    6.5   40.4    3.406  18.1  -0.01e-3 29.0    244.4     0.697    1.760      0.00
    569.6    3.2   38.8    189.0 0.196     101.9 4.82    12.00     0.109    1.262 
Bearing :  80.67
    343.8    6.5   40.4    0.757   4.0   6.00e-3 50.0    359.0     2.136    4.224      0.00
      0.0    0.7   40.1     42.0 0.207      19.0 0.87    12.00     0.109    1.203 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1361.16
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    2.72
 
 
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
    343.8      9.54     40.42    0.72       40.06    24.00      0.300      2.429      0.227      4.224 
Transfer:      2.33
    327.9      9.38     40.42    3.15       38.84    24.00      0.300      2.377      0.196      1.760 
Critical:      3.23
    321.8      9.22     40.42    3.32       38.76    24.00      0.300      2.325      0.165      1.320 
0.1L    :      7.47
    292.9      9.06     37.96    4.10       35.91    24.00      0.300      2.270      0.132      0.827 
0.2L    :     15.60
    240.9      7.70     37.13    4.76       34.75    24.00      0.300      1.818      0.000      0.620 
0.3L    :     23.73
    190.1      5.83     38.62    4.77       36.24    24.00      0.300      1.193      0.000      0.620 
0.4L    :     31.87
    140.5      4.14     40.12    4.77       37.74    24.00      0.300      0.629      0.000      0.496 
0.5L    :     40.00
     91.9      2.71     40.12    4.77       37.74    24.00      0.300      0.152      0.000      0.413 
0.6L    :     48.13
    140.5      4.14     40.12    4.77       37.74    24.00      0.300      0.629      0.000      0.496 
0.7L    :     56.27
    190.1      5.83     38.62    4.77       36.24    24.00      0.300      1.193      0.000      0.620 
0.8L    :     64.40
    240.9      7.70     37.13    4.76       34.75    24.00      0.300      1.818      0.000      0.620 
0.9L    :     72.53
    292.9      9.06     37.96    4.10       35.91    24.00      0.300      2.270      0.132      0.827 
Critical:     76.77
    321.8      9.22     40.42    3.32       38.76    24.00      0.300      2.325      0.165      1.320 
Transfer:     77.67
    327.9      9.38     40.42    3.15       38.84    24.00      0.300      2.377      0.196      1.760 
Bearing :     80.00
    343.8      9.54     40.42    0.72       40.06    24.00      0.300      2.429      0.227      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.47 ft
Prestress      :       1.223  1.80      2.201  2.20      2.690
Self Wt.       :      -0.408  1.85     -0.754  2.40     -0.978
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          :       0.815            1.447            1.712
 
At 0.2 x L = 15.60 ft
Prestress      :       2.207  1.80      3.972  2.20      4.855
Self Wt.       :      -0.765  1.85     -1.415  2.40     -1.835
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.442            2.557            3.019
 
At 0.3 x L = 23.73 ft
Prestress      :       2.917  1.80      5.250  2.20      6.417
Self Wt.       :      -1.036  1.85     -1.918  2.40     -2.488
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.880            3.333            3.929
 
At 0.4 x L = 31.87 ft
Prestress      :       3.325  1.80      5.986  2.20      7.316
Self Wt.       :      -1.200  1.85     -2.221  2.40     -2.881
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.125            3.765            4.435
 
At 0.5 x L = 40.00 ft
Prestress      :       3.481  1.80      6.266  2.20      7.659
Self Wt.       :      -1.261  1.85     -2.332  2.40     -3.025
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.221            3.934            4.633
 
At 0.6 x L = 48.13 ft
Prestress      :       3.325  1.80      5.986  2.20      7.316
Self Wt.       :      -1.200  1.85     -2.221  2.40     -2.881
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.125            3.765            4.435
 
At 0.7 x L = 56.27 ft
Prestress      :       2.917  1.80      5.250  2.20      6.417
Self Wt.       :      -1.036  1.85     -1.918  2.40     -2.488
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.880            3.333            3.929
 
At 0.8 x L = 64.40 ft
Prestress      :       2.207  1.80      3.972  2.20      4.855
Self Wt.       :      -0.765  1.85     -1.415  2.40     -1.835
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.442            2.557            3.019
 
At 0.9 x L = 72.53 ft
Prestress      :       1.223  1.80      2.201  2.20      2.690
Self Wt.       :      -0.408  1.85     -0.754  2.40     -0.978
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          :       0.815            1.447            1.712
 

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
   561.7    34.7  4.541  261.9    3.7   3.15   3281.1  0.031T 1.00       -       -     -     -  
H/2     :   1.84
   446.8    34.6  3.800  263.2    3.1   2.65   2772.3  0.038T 1.00       -       -     -     -  
0.1L    :   7.47
  1672.4    35.6  5.956  259.8    4.8   4.10   4329.1  0.023T 1.00       -       -     -     -  
0.2L    :  15.60
  3079.7    37.1  6.944  258.6    5.6   4.76   5199.5  0.020T 1.00   3700.7  3700.7    1.41    -  
0.3L    :  23.73
  4055.1    38.6  6.944  259.0    5.6   4.77   5432.3  0.020T 1.00   3789.3  3789.3    1.43    -  
0.4L    :  31.87
  4637.2    40.1  6.944  259.4    5.6   4.77   5665.2  0.020T 1.00   3954.6  3954.6    1.43    -  
0.5L    :  40.00
  4804.4    40.1  6.944  259.4    5.6   4.77   5665.2  0.020T 1.00   3917.0  3917.0    1.45    -  
0.6L    :  48.13
  4637.2    40.1  6.944  259.4    5.6   4.77   5665.2  0.020T 1.00   3954.6  3954.6    1.43    -  
0.7L    :  56.27
  4055.1    38.6  6.944  259.0    5.6   4.77   5432.3  0.020T 1.00   3789.3  3789.3    1.43    -  
0.8L    :  64.40
  3079.7    37.1  6.944  258.6    5.6   4.76   5199.5  0.020T 1.00   3700.7  3700.7    1.41    -  
0.9L    :  72.53
  1672.4    35.6  5.956  259.8    4.8   4.10   4329.1  0.023T 1.00       -       -     -     -  
H/2     :  78.16
   446.8    34.6  3.800  263.2    3.1   2.65   2772.3  0.038T 1.00       -       -     -     -  
Transfer:  77.67
   561.7    34.7  4.541  261.9    3.7   3.15   3281.1  0.031T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 3; Groups 1-16; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.066
        M   2.00 Fb     0.182
 
  2   2 E  32.00 Ft     0.404
        M   8.00 Fb     0.127
 
  3   2 E  30.00 Ft     0.709
        M   6.00 Fb     0.100
 
  4   2 E  28.00 Ft     0.982
        M   4.00 Fb     0.102
 
  5   2 E  26.00 Ft     1.223
        M   2.00 Fb     0.131
 
  6   2 E   6.00 Ft     1.178
        M   6.00 Fb     0.410
 
  7   2 E   6.00 Ft     1.132
        M   6.00 Fb     0.688
 
  8   2 E   6.00 Ft     1.087
        M   6.00 Fb     0.967
 
  9   2 E   6.00 Ft     1.042
        M   6.00 Fb     1.245
 
 10   2 E   4.00 Ft     0.965
        M   4.00 Fb     1.552
 
 11   2 E   4.00 Ft     0.888
        M   4.00 Fb     1.858
 
 12   2 E   4.00 Ft     0.810
        M   4.00 Fb     2.165
 
 13   2 E   2.00 Ft     0.701
        M   2.00 Fb     2.499
 
 14   2 E   2.00 Ft     0.592
        M   2.00 Fb     2.834
 
 15   2 E   2.00 Ft     0.482
        M   2.00 Fb     3.168
 
 16   2 E   2.00 Ft     0.373
        M   2.00 Fb     3.503
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 81.33            Release Length, ft: 81.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  32
No. of strands, Draped:   8           No. of strands, Straight:  24
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  8.72 %               Final losses: 14.51 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.696   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.092   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5665.20     4804.38     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   0.927     Midspan    1.800   0.183     Midspan
    Pre.Top:   4.200   2.622     Midspan    3.150   2.210     Midspan
    Pre.Bot:   4.200   2.601    Transfer    3.150   2.811    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503   0.061     Bearing
    Pre.Bot:  -0.503  -0.290     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.361     Midspan
    Pre.Bot:                                                             2.800   1.257    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  40.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.481  1.80      6.266  2.20      7.659
Self Wt.       :      -1.261  1.85     -2.332  2.40     -3.025
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       2.221            3.934            4.633
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   80.00
     DC  Line       0.087      0.00       0.087   80.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    40.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 81.333 ft
Release length = 81.333 ft
Design  length = 80.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.725   (Calculated)    
Live Moment (1  lane  loaded)  : 0.510   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.214   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.971   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 4
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        631.7 in2           1361.0 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           285288 in4#
Ht. of c.g.           =        17.14 in             29.55 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1571.8 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8314

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     1.84     7.47    15.60    23.73    31.87    40.00
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    639.2    665.3    659.8    665.3    665.3    665.3    665.3    665.3
  Yb      ,  in    17.06    16.76    16.82    16.71    16.63    16.56    16.48    16.48
  MI(Ixx) , in4   100356   101809   101487   102295   103183   104214   105389   105389
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1368.1   1392.6   1387.5   1392.6   1392.6   1392.6   1392.6   1392.6
  Yb      ,  in    29.45    29.09    29.17    29.07    29.04    29.00    28.97    28.97
  MI(Ixx) , in4   287959   297620   295553   298817   300826   302975   305262   305262

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 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           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  32 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 32.53 ft from member end )
END PATTERN (Ycg = 10.13 in):
    10 @  2.000 in     6 @  4.000 in     8 @  6.000 in     2 @ 26.000 in
     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.13 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    10 @  2.000 in     6 @  4.000 in     8 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    6.94 in2      Initial Pull          =     1361.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.716 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.645 ft
Holddown Force        =  20.880 kips     Beam Shrtng (PL/AE)   =      0.413 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)       
--------------------------------------------------------------------------------------
      2603.648         740 1926.700     13.215 53519.117   725.810     514.833        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.50       0.1250      0.3333    Yes
      2      US#6[M19]       60.00        0.88       2.50       0.3333      0.5417     No
      2      US#6[M19]       60.00        0.88       2.50       0.5417      0.7500    Yes
      2      US#6[M19]       60.00        0.88       4.00       0.7500      1.0833     No
      2      US#6[M19]       60.00        0.88       4.00       1.0833      1.4167    Yes
      2      US#6[M19]       60.00        0.88       4.00       1.4167      1.7500     No
      2      US#6[M19]       60.00        0.88       6.00       1.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167      9.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.6667     27.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.6667     32.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      32.6667     48.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      48.6667     53.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      53.6667     71.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00      71.6667     76.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      76.9167     77.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      77.5833     79.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      79.5833     79.9167     No
      2      US#6[M19]       60.00        0.88       4.00      79.9167     80.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00      80.2500     80.5833     No
      2      US#6[M19]       60.00        0.88       2.50      80.5833     80.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50      80.7917     81.0000     No
      2      US#6[M19]       60.00        0.88       2.50      81.0000     81.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      81.2083     81.3333     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 81.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.9440 in2       Ycg =  4.13 in
         P_init    =     1361.2 kips  Ecc = 13.01 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.10 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.926 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.55 ksi    0.00 ksi
    due to Composite Loads                                 -1.99 ksi    0.00 ksi
    due to Live Loads                                      -6.46 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                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.39 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.10 ksi  ( 8.72 %)            11.35 ksi ( 5.79 %)
Total Prestress Losses                                    28.45 ksi (14.51 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    59.6    47.4   178.2   330.5   439.4   504.7   526.4
(Max)       V      26.3    24.8    25.1    21.4    16.1    10.7     5.4     0.0
DL-Prec.  : M       0.0    11.1     8.8    33.1    61.3    81.5    93.7    97.7
DC(Max)     V       4.9     4.6     4.7     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    82.8    65.8   247.4   459.0   610.1   700.8   731.0
Haunch (Max)V      36.6    34.4    34.9    29.7    22.3    14.9     7.4     0.0
Diaphragm : M       0.0     0.6     0.5     1.9     3.9     5.9     8.0    10.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    26.8    21.3    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.3     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0    14.8    11.8    44.2    82.0   109.0   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   179.1   142.5   531.5   972.8  1270.5  1446.7  1489.1
            V     133.8   128.4   129.5   116.4    98.4    80.5    56.4    38.4
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   133.8   128.4   129.5   116.4    99.4    83.1    67.4    52.4
            M      -0.0   183.6   146.4   531.5   925.0  1176.5  1281.7  1249.6
Total     : M+      0.0   374.8   298.1  1116.4  2058.3  2714.1  3106.0  3221.7
            V     220.2   209.7   211.9   186.7   151.2   115.8    74.2    38.7
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   220.2   209.7   211.9   186.7   152.2   118.3    85.2    52.6
            M      -0.0   379.3   302.0  1116.4  2010.5  2620.2  2941.1  2982.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   78.16   77.67   80.00
Self wt.  : M     504.7   439.4   330.5   178.2    47.4    59.6     0.0
(Max)       V       5.4    10.7    16.1    21.4    25.1    24.8    26.3
DL-Prec.  : M      93.7    81.5    61.3    33.1     8.8    11.1     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.7     4.6     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     700.8   610.1   459.0   247.4    65.8    82.8     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    34.9    34.4    36.6
Diaphragm : M       8.0     5.9     3.9     1.9     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     227.0   197.6   148.7    80.2    21.3    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.3    11.1    11.8
DL-Comp   : M     125.3   109.0    82.0    44.2    11.8    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
LL + I    : M+   1446.7  1270.5   972.8   531.5   142.5   179.1     0.0
            V      56.4    80.5    98.4   116.4   129.5   128.4   133.8
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    67.4    83.1    99.4   116.4   129.5   128.4   133.8
            M    1281.7  1176.5   925.0   531.5   146.4   183.6    -0.0
Total     : M+   3106.0  2714.1  2058.3  1116.4   298.1   374.8     0.0
            V      74.2   115.8   151.2   186.7   211.9   209.7   220.2
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    85.2   118.3   152.2   186.7   211.9   209.7   220.2
            M    2941.1  2620.2  2010.5  1116.4   302.0   379.3    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               26.3             26.3
Deck+Haunch            36.6             36.6
Diaphragm               0.3              0.3
DL-Prec.(DC)            4.9              4.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           59.2             59.2
DL-Comp.(DW)           32.7             32.7
Live                   89.2             89.2
        Truck          63.6             63.6
        Lane           25.6             25.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    59.6    47.4   178.2   330.5   439.4   504.7   526.4
(Max)       V      26.3    24.8    25.1    21.4    16.1    10.7     5.4     0.0
DL-Prec.  : M       0.0    11.1     8.8    33.1    61.3    81.5    93.7    97.7
DC(Max)     V       4.9     4.6     4.7     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    82.8    65.8   247.4   459.0   610.1   700.8   731.0
Haunch (Max)V      36.6    34.4    34.9    29.7    22.3    14.9     7.4     0.0
Diaphragm : M       0.0     0.6     0.5     1.9     3.9     5.9     8.0    10.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    26.8    21.3    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.3     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0    14.8    11.8    44.2    82.0   109.0   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   143.3   114.0   425.2   778.2  1016.4  1157.3  1191.3
            V     107.0   102.7   103.6    93.1    78.7    64.4    45.1    30.8
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   107.0   102.7   103.6    93.1    79.5    66.5    53.9    41.9
            M      -0.0   146.9   117.1   425.2   740.0   941.2  1025.4   999.7
Total     : M+      0.0   339.0   269.6  1010.1  1863.7  2460.0  2816.7  2923.9
            V     193.4   184.0   186.0   163.4   131.5    99.7    62.9    31.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   193.4   184.0   186.0   163.4   132.3   101.7    71.7    42.1
            M      -0.0   342.6   272.7  1010.1  1825.5  2384.9  2684.7  2732.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   78.16   77.67   80.00
Self wt.  : M     504.7   439.4   330.5   178.2    47.4    59.6     0.0
(Max)       V       5.4    10.7    16.1    21.4    25.1    24.8    26.3
DL-Prec.  : M      93.7    81.5    61.3    33.1     8.8    11.1     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.7     4.6     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     700.8   610.1   459.0   247.4    65.8    82.8     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    34.9    34.4    36.6
Diaphragm : M       8.0     5.9     3.9     1.9     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     227.0   197.6   148.7    80.2    21.3    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.3    11.1    11.8
DL-Comp   : M     125.3   109.0    82.0    44.2    11.8    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
LL + I    : M+   1157.3  1016.4   778.2   425.2   114.0   143.3     0.0
            V      45.1    64.4    78.7    93.1   103.6   102.7   107.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.9    66.5    79.5    93.1   103.6   102.7   107.0
            M    1025.4   941.2   740.0   425.2   117.1   146.9    -0.0
Total     : M+   2816.7  2460.0  1863.7  1010.1   269.6   339.0     0.0
            V      62.9    99.7   131.5   163.4   186.0   184.0   193.4
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    71.7   101.7   132.3   163.4   186.0   184.0   193.4
            M    2684.7  2384.9  1825.5  1010.1   272.7   342.6    -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    1.84    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    74.5    59.3   222.7   413.2   549.2   630.8   658.0
(Max)       V      32.9    31.0    31.4    26.8    20.1    13.4     6.7     0.0
Self wt.  : M       0.0    53.7    42.7   160.4   297.5   395.4   454.2   473.8
(Min)       V      23.7    22.3    22.6    19.3    14.5     9.6     4.8     0.0
DL-Prec.  : M       0.0    13.8    11.0    41.3    76.7   101.9   117.1   122.1
DC(Max)     V       6.1     5.7     5.8     5.0     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0    10.0     7.9    29.8    55.2    73.4    84.3    87.9
DC(Min)     V       4.4     4.1     4.2     3.6     2.7     1.8     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
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   103.5    82.3   309.3   573.8   762.7   876.0   913.8
Haunch (Max)V      45.7    43.0    43.6    37.2    27.9    18.6     9.3     0.0
Deck +    : M       0.0    74.5    59.3   222.7   413.1   549.1   630.7   657.9
Haunch (Min)V      32.9    31.0    31.4    26.8    20.1    13.4     6.7     0.0
Diaphragm : M       0.0     0.7     0.6     2.3     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.4     1.7     3.5     5.3     7.2     9.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    33.5    26.7   100.2   185.9   247.0   283.8   296.0
DC(Max)     V      14.8    13.9    14.1    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    24.1    19.2    72.1   133.8   177.9   204.3   213.1
DC(Min)     V      10.7    10.0    10.2     8.7     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0    22.2    17.7    66.3   123.1   163.6   187.9   196.0
DW(Max)     V       9.8     9.2     9.3     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0     9.6     7.6    28.7    53.3    70.9    81.4    84.9
DW(Min)     V       4.2     4.0     4.1     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   313.4   249.4   930.1  1702.3  2223.3  2531.7  2606.0
            V     234.2   224.6   226.6   203.7   172.3   140.8    98.7    67.3
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   234.2   224.6   226.6   203.7   173.9   145.4   117.9    91.6
            M      -0.0   321.3   256.2   930.1  1618.8  2058.9  2243.0  2186.8
Total     : M+      0.0   561.7   446.8  1672.4  3079.7  4055.1  4637.2  4804.4
            V     343.8   327.9   331.2   292.9   239.2   185.6   121.2    67.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   343.8   327.9   331.2   292.9   240.9   190.1   140.5    91.9
            M      -0.0   569.6   453.6  1672.4  2996.2  3890.7  4348.5  4385.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   78.16   77.67   80.00
Self wt.  : M     630.8   549.2   413.2   222.7    59.3    74.5     0.0
(Max)       V       6.7    13.4    20.1    26.8    31.4    31.0    32.9
Self wt.  : M     454.2   395.4   297.5   160.4    42.7    53.7     0.0
(Min)       V       4.8     9.6    14.5    19.3    22.6    22.3    23.7
DL-Prec.  : M     117.1   101.9    76.7    41.3    11.0    13.8     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.8     5.7     6.1
DL-Prec.  : M      84.3    73.4    55.2    29.8     7.9    10.0     0.0
DC(Min)     V       0.9     1.8     2.7     3.6     4.2     4.1     4.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     876.0   762.7   573.8   309.3    82.3   103.5     0.0
Haunch (Max)V       9.3    18.6    27.9    37.2    43.6    43.0    45.7
Deck +    : M     630.7   549.1   413.1   222.7    59.3    74.5     0.0
Haunch (Min)V       6.7    13.4    20.1    26.8    31.4    31.0    32.9
Diaphragm : M      10.0     7.4     4.9     2.3     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       7.2     5.3     3.5     1.7     0.4     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     283.8   247.0   185.9   100.2    26.7    33.5     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.1    13.9    14.8
DL-Comp   : M     204.3   177.9   133.8    72.1    19.2    24.1     0.0
DC(Min)     V       2.2     4.3     6.5     8.7    10.2    10.0    10.7
DL-Comp   : M     187.9   163.6   123.1    66.3    17.7    22.2     0.0
DW(Max)     V       2.0     4.0     6.0     8.0     9.3     9.2     9.8
DL-Comp   : M      81.4    70.9    53.3    28.7     7.6     9.6     0.0
DW(Min)     V       0.9     1.7     2.6     3.5     4.1     4.0     4.2
LL + I    : M+   2531.7  2223.3  1702.3   930.1   249.4   313.4     0.0
            V      98.7   140.8   172.3   203.7   226.6   224.6   234.2
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   117.9   145.4   173.9   203.7   226.6   224.6   234.2
            M    2243.0  2058.9  1618.8   930.1   256.2   321.3    -0.0
Total     : M+   4637.2  4055.1  3079.7  1672.4   446.8   561.7     0.0
            V     121.2   185.6   239.2   292.9   331.2   327.9   343.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   140.5   190.1   240.9   292.9   331.2   327.9   343.8
            M    4348.5  3890.7  2996.2  1672.4   453.6   569.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               32.9             32.9
Deck+Haunch            45.7             45.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           49.0             49.0
Live                  156.1            156.1
        Truck         111.3            111.3
        Lane           44.8             44.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    59.6    47.4   178.2   330.5   439.4   504.7   526.4
(Max)       V      26.3    24.8    25.1    21.4    16.1    10.7     5.4     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    11.1     8.8    33.1    61.3    81.5    93.7    97.7
DC(Max)     V       4.9     4.6     4.7     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    82.8    65.8   247.4   459.0   610.1   700.8   731.0
Haunch (Max)V      36.6    34.4    34.9    29.7    22.3    14.9     7.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     1.9     3.9     5.9     8.0    10.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    26.8    21.3    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.3     9.6     7.2     4.8     2.4     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    14.8    11.8    44.2    82.0   109.0   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   126.8   101.0   370.8   659.4   856.4   952.1   927.5
            V     108.7   104.3   105.2    94.6    80.6    62.2    48.1    34.0
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   108.7   104.3   105.2    94.6    80.6    66.5    52.4    39.1
            M       0.0   126.8   101.0   370.8   659.4   827.9   876.2   820.8
Total     : M+      0.0   322.4   256.6   955.7  1745.0  2300.1  2611.4  2660.1
            V     195.1   185.7   187.6   164.9   133.3    97.4    65.9    34.3
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   195.1   185.7   187.6   164.9   133.3   101.8    70.2    39.4
            M       0.0   322.4   256.6   955.7  1745.0  2271.6  2535.6  2553.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   78.16   77.67   80.00
Self wt.  : M     504.7   439.4   330.5   178.2    47.4    59.6     0.0
(Max)       V       5.4    10.7    16.1    21.4    25.1    24.8    26.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      93.7    81.5    61.3    33.1     8.8    11.1     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.7     4.6     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     700.8   610.1   459.0   247.4    65.8    82.8     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    34.9    34.4    36.6
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       8.0     5.9     3.9     1.9     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     227.0   197.6   148.7    80.2    21.3    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.3    11.1    11.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     125.3   109.0    82.0    44.2    11.8    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
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+    952.1   856.4   659.4   370.8   101.0   126.8     0.0
            V      48.1    62.2    80.6    94.6   105.2   104.3   108.7
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    52.4    66.5    80.6    94.6   105.2   104.3   108.7
            M     876.2   827.9   659.4   370.8   101.0   126.8     0.0
Total     : M+   2611.4  2300.1  1745.0   955.7   256.6   322.4     0.0
            V      65.9    97.4   133.3   164.9   187.6   185.7   195.1
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    70.2   101.8   133.3   164.9   187.6   185.7   195.1
            M    2535.6  2271.6  1745.0   955.7   256.6   322.4     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67
 
Beam-Self
Precast-top    0.175   0.443   0.784   1.023   1.161   1.209 
Bottom        -0.153  -0.384  -0.674  -0.871  -0.980  -1.021 
 
Prestress
Precast-top    0.197  -0.029  -0.383  -0.730  -1.069  -1.069 
Bottom         3.656   3.843   4.132   4.410   4.676   4.676 
 
Total
Precast-top    0.373   0.414   0.401   0.293   0.092   0.140 
Bottom         3.503   3.459   3.459   3.539   3.696   3.655 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.45 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
 
Prestress
Precast-top    0.061   0.171   0.160  -0.025  -0.332  -0.632  -0.925  -0.925
Bottom         0.723   3.164   2.664   3.326   3.577   3.817   4.047   4.047
 
Self wt.
Precast-top   -0.000   0.135   0.108   0.403   0.744   0.984   1.122   1.170
Bottom        -0.000  -0.118  -0.094  -0.349  -0.639  -0.838  -0.947  -0.988
 
DL-Prec (DC)
Precast-top   -0.000   0.025   0.020   0.075   0.138   0.183   0.208   0.217
Bottom        -0.000  -0.022  -0.018  -0.065  -0.119  -0.155  -0.176  -0.183
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.004   0.009   0.013   0.018   0.022
Bottom        -0.000  -0.001  -0.001  -0.004  -0.008  -0.011  -0.015  -0.019
 
Deck + Haunch
Precast-top   -0.000   0.188   0.149   0.560   1.034   1.366   1.557   1.625
Bottom        -0.000  -0.164  -0.131  -0.485  -0.888  -1.163  -1.315  -1.372
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.011   0.041   0.075   0.099   0.113   0.118
Precast-top   -0.000   0.007   0.006   0.022   0.041   0.055   0.063   0.065
Bottom        -0.000  -0.031  -0.025  -0.094  -0.172  -0.227  -0.259  -0.270
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.006   0.022   0.041   0.055   0.063   0.065
Precast-top   -0.000   0.004   0.003   0.012   0.023   0.030   0.035   0.036
Bottom        -0.000  -0.017  -0.014  -0.052  -0.095  -0.125  -0.143  -0.149
 
LL+I(+)
Topping-top   -0.000   0.091   0.073   0.269   0.491   0.638   0.722   0.744
Precast-top   -0.000   0.050   0.040   0.148   0.270   0.352   0.400   0.411
Bottom        -0.000  -0.210  -0.169  -0.621  -1.127  -1.459  -1.648  -1.696
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.112   0.089   0.332   0.607   0.792   0.898   0.927 
Precast-top    0.061   0.582   0.487   1.199   1.928   2.350   2.477   2.622 
Bottom         0.723   2.601   2.212   1.658   0.529  -0.162  -0.454  -0.629 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.021   0.017   0.063   0.116   0.154   0.176   0.183 
Precast-top    0.061   0.532   0.447   1.051   1.657   1.998   2.077   2.210 
Bottom         0.723   2.811   2.381   2.278   1.656   1.297   1.193   1.067 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67
 
Beam-Self
Precast-top    0.175   0.443   0.784   1.023   1.161   1.209 
Bottom        -0.153  -0.384  -0.674  -0.871  -0.980  -1.021 
 
Prestress
Precast-top    0.197  -0.029  -0.383  -0.730  -1.069  -1.069 
Bottom         3.656   3.843   4.132   4.410   4.676   4.676 
 
Total
Precast-top    0.373   0.414   0.401   0.293   0.092   0.140 
Bottom         3.503   3.459   3.459   3.539   3.696   3.655 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.45 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
 
Prestress
Precast-top    0.061   0.171   0.160  -0.025  -0.332  -0.632  -0.925  -0.925
Bottom         0.723   3.164   2.664   3.326   3.577   3.817   4.047   4.047
 
Self wt.
Precast-top   -0.000   0.135   0.108   0.403   0.744   0.984   1.122   1.170
Bottom        -0.000  -0.118  -0.094  -0.349  -0.639  -0.838  -0.947  -0.988
 
DL-Prec (DC)
Precast-top   -0.000   0.025   0.020   0.075   0.138   0.183   0.208   0.217
Bottom        -0.000  -0.022  -0.018  -0.065  -0.119  -0.155  -0.176  -0.183
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.004   0.009   0.013   0.018   0.022
Bottom        -0.000  -0.001  -0.001  -0.004  -0.008  -0.011  -0.015  -0.019
 
Deck + Haunch
Precast-top   -0.000   0.188   0.149   0.560   1.034   1.366   1.557   1.625
Bottom        -0.000  -0.164  -0.131  -0.485  -0.888  -1.163  -1.315  -1.372
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.011   0.041   0.075   0.099   0.113   0.118
Precast-top   -0.000   0.007   0.006   0.022   0.041   0.055   0.063   0.065
Bottom        -0.000  -0.031  -0.025  -0.094  -0.172  -0.227  -0.259  -0.270
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.006   0.022   0.041   0.055   0.063   0.065
Precast-top   -0.000   0.004   0.003   0.012   0.023   0.030   0.035   0.036
Bottom        -0.000  -0.017  -0.014  -0.052  -0.095  -0.125  -0.143  -0.149
 
LL+I(+)
Topping-top   -0.000   0.073   0.058   0.215   0.393   0.510   0.578   0.595
Precast-top   -0.000   0.040   0.032   0.118   0.216   0.282   0.320   0.329
Bottom        -0.000  -0.168  -0.135  -0.496  -0.901  -1.168  -1.318  -1.357
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.094   0.075   0.278   0.509   0.664   0.754   0.778 
Precast-top    0.061   0.572   0.479   1.170   1.874   2.280   2.397   2.539 
Bottom         0.723   2.643   2.246   1.782   0.754   0.129  -0.125  -0.290 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
F_LL+I(+)
Topping-top   -0.000   0.064   0.051   0.188   0.333   0.430   0.475   0.463
Precast-top   -0.000   0.035   0.028   0.103   0.183   0.237   0.263   0.256
Bottom        -0.000  -0.149  -0.120  -0.433  -0.764  -0.984  -1.084  -1.056
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.075   0.060   0.219   0.391   0.507   0.563   0.555 
Precast-top    0.030   0.301   0.252   0.629   1.012   1.236   1.301   1.361 
Bottom         0.362   1.257   1.071   0.706   0.064  -0.335  -0.488  -0.523 
 

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
    343.8    6.5   40.4    0.757   4.0   6.00e-3 50.0    359.0     2.136    4.224      0.00
      0.0    0.7   40.1     42.0 0.207      19.0 0.87    12.00     0.109    1.203 
Transfer:   3.00
    327.9    6.5   40.4    3.406  18.1  -0.01e-3 29.0    244.4     0.697    1.760      0.00
    569.6    3.2   38.8    189.0 0.196     101.9 4.82    12.00     0.109    1.262 
Critical:   3.90
    321.6    6.5   40.4    3.597  18.1  -0.02e-3 28.9    236.5     0.675    1.320      0.00
    760.1    3.3   38.8    189.0 0.192     102.7 4.87    12.00     0.109    1.284 
0.1L    :   8.13
    292.9    6.5   38.0    5.212  18.1  -0.04e-3 28.9    210.6     0.646    0.827      0.00
   1672.4    4.1   35.9    189.0 0.188      96.7 4.95    12.00     0.109    1.181 
0.2L    :  16.27
    240.9    6.5   37.1    6.944  18.1  -0.01e-3 28.9    157.9     0.503    0.620      0.00
   2996.2    4.8   34.7    189.0 0.158      91.7 4.85    12.00     0.109    1.138 
0.3L    :  24.40
    190.1    6.5   38.6    6.944  18.1   0.75e-3 31.6    132.6     0.450    0.620      0.00
   3890.7    4.8   36.2    189.0 0.117      60.6 3.08    24.00     0.109    1.236 
0.4L    :  32.53
    140.5    6.5   40.1    6.944   0.0   1.07e-3 32.7    101.4     0.345    0.496      0.00
   4348.5    4.8   37.7    189.0 0.091      54.7 2.67    24.00     0.109    1.284 
0.5L    :  40.67
     91.9    6.5   40.1    6.944   0.0   0.88e-3 32.1     42.8     0.142    0.413      0.00
   4385.3    4.8   37.7    189.0 0.059      59.4 2.89    24.00     0.109    1.799 
0.6L    :  48.80
    140.5    6.5   40.1    6.944   0.0   1.07e-3 32.7    101.4     0.345    0.496      0.00
   4348.5    4.8   37.7    189.0 0.091      54.7 2.67    24.00     0.109    1.284 
0.7L    :  56.93
    190.1    6.5   38.6    6.944  18.1   0.75e-3 31.6    132.6     0.450    0.620      0.00
   3890.7    4.8   36.2    189.0 0.117      60.6 3.08    24.00     0.109    1.236 
0.8L    :  65.07
    240.9    6.5   37.1    6.944  18.1  -0.01e-3 28.9    157.9     0.503    0.620      0.00
   2996.2    4.8   34.7    189.0 0.158      91.7 4.85    12.00     0.109    1.138 
0.9L    :  73.20
    292.9    6.5   38.0    5.212  18.1  -0.04e-3 28.9    210.6     0.646    0.827      0.00
   1672.4    4.1   35.9    189.0 0.188      96.7 4.95    12.00     0.109    1.181 
Critical:  77.44
    321.6    6.5   40.4    3.597  18.1  -0.02e-3 28.9    236.5     0.675    1.320      0.00
    760.1    3.3   38.8    189.0 0.192     102.7 4.87    12.00     0.109    1.284 
Transfer:  78.33
    327.9    6.5   40.4    3.406  18.1  -0.01e-3 29.0    244.4     0.697    1.760      0.00
    569.6    3.2   38.8    189.0 0.196     101.9 4.82    12.00     0.109    1.262 
Bearing :  80.67
    343.8    6.5   40.4    0.757   4.0   6.00e-3 50.0    359.0     2.136    4.224      0.00
      0.0    0.7   40.1     42.0 0.207      19.0 0.87    12.00     0.109    1.203 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1361.16
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    2.72
 
 
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
    343.8      9.54     40.42    0.72       40.06    24.00      0.300      2.429      0.227      4.224 
Transfer:      2.33
    327.9      9.38     40.42    3.15       38.84    24.00      0.300      2.377      0.196      1.760 
Critical:      3.23
    321.8      9.22     40.42    3.32       38.76    24.00      0.300      2.325      0.165      1.320 
0.1L    :      7.47
    292.9      9.06     37.96    4.10       35.91    24.00      0.300      2.270      0.132      0.827 
0.2L    :     15.60
    240.9      7.70     37.13    4.76       34.75    24.00      0.300      1.818      0.000      0.620 
0.3L    :     23.73
    190.1      5.83     38.62    4.77       36.24    24.00      0.300      1.193      0.000      0.620 
0.4L    :     31.87
    140.5      4.14     40.12    4.77       37.74    24.00      0.300      0.629      0.000      0.496 
0.5L    :     40.00
     91.9      2.71     40.12    4.77       37.74    24.00      0.300      0.152      0.000      0.413 
0.6L    :     48.13
    140.5      4.14     40.12    4.77       37.74    24.00      0.300      0.629      0.000      0.496 
0.7L    :     56.27
    190.1      5.83     38.62    4.77       36.24    24.00      0.300      1.193      0.000      0.620 
0.8L    :     64.40
    240.9      7.70     37.13    4.76       34.75    24.00      0.300      1.818      0.000      0.620 
0.9L    :     72.53
    292.9      9.06     37.96    4.10       35.91    24.00      0.300      2.270      0.132      0.827 
Critical:     76.77
    321.8      9.22     40.42    3.32       38.76    24.00      0.300      2.325      0.165      1.320 
Transfer:     77.67
    327.9      9.38     40.42    3.15       38.84    24.00      0.300      2.377      0.196      1.760 
Bearing :     80.00
    343.8      9.54     40.42    0.72       40.06    24.00      0.300      2.429      0.227      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.47 ft
Prestress      :       1.223  1.80      2.201  2.20      2.690
Self Wt.       :      -0.408  1.85     -0.754  2.40     -0.978
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          :       0.815            1.447            1.712
 
At 0.2 x L = 15.60 ft
Prestress      :       2.207  1.80      3.972  2.20      4.855
Self Wt.       :      -0.765  1.85     -1.415  2.40     -1.835
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.442            2.557            3.019
 
At 0.3 x L = 23.73 ft
Prestress      :       2.917  1.80      5.250  2.20      6.417
Self Wt.       :      -1.036  1.85     -1.918  2.40     -2.488
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.880            3.333            3.929
 
At 0.4 x L = 31.87 ft
Prestress      :       3.325  1.80      5.986  2.20      7.316
Self Wt.       :      -1.200  1.85     -2.221  2.40     -2.881
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.125            3.765            4.435
 
At 0.5 x L = 40.00 ft
Prestress      :       3.481  1.80      6.266  2.20      7.659
Self Wt.       :      -1.261  1.85     -2.332  2.40     -3.025
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.221            3.934            4.633
 
At 0.6 x L = 48.13 ft
Prestress      :       3.325  1.80      5.986  2.20      7.316
Self Wt.       :      -1.200  1.85     -2.221  2.40     -2.881
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.125            3.765            4.435
 
At 0.7 x L = 56.27 ft
Prestress      :       2.917  1.80      5.250  2.20      6.417
Self Wt.       :      -1.036  1.85     -1.918  2.40     -2.488
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.880            3.333            3.929
 
At 0.8 x L = 64.40 ft
Prestress      :       2.207  1.80      3.972  2.20      4.855
Self Wt.       :      -0.765  1.85     -1.415  2.40     -1.835
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.442            2.557            3.019
 
At 0.9 x L = 72.53 ft
Prestress      :       1.223  1.80      2.201  2.20      2.690
Self Wt.       :      -0.408  1.85     -0.754  2.40     -0.978
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          :       0.815            1.447            1.712
 

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
   561.7    34.7  4.541  261.9    3.7   3.15   3281.1  0.031T 1.00       -       -     -     -  
H/2     :   1.84
   446.8    34.6  3.800  263.2    3.1   2.65   2772.3  0.038T 1.00       -       -     -     -  
0.1L    :   7.47
  1672.4    35.6  5.956  259.8    4.8   4.10   4329.1  0.023T 1.00       -       -     -     -  
0.2L    :  15.60
  3079.7    37.1  6.944  258.6    5.6   4.76   5199.5  0.020T 1.00   3700.7  3700.7    1.41    -  
0.3L    :  23.73
  4055.1    38.6  6.944  259.0    5.6   4.77   5432.3  0.020T 1.00   3789.3  3789.3    1.43    -  
0.4L    :  31.87
  4637.2    40.1  6.944  259.4    5.6   4.77   5665.2  0.020T 1.00   3954.6  3954.6    1.43    -  
0.5L    :  40.00
  4804.4    40.1  6.944  259.4    5.6   4.77   5665.2  0.020T 1.00   3917.0  3917.0    1.45    -  
0.6L    :  48.13
  4637.2    40.1  6.944  259.4    5.6   4.77   5665.2  0.020T 1.00   3954.6  3954.6    1.43    -  
0.7L    :  56.27
  4055.1    38.6  6.944  259.0    5.6   4.77   5432.3  0.020T 1.00   3789.3  3789.3    1.43    -  
0.8L    :  64.40
  3079.7    37.1  6.944  258.6    5.6   4.76   5199.5  0.020T 1.00   3700.7  3700.7    1.41    -  
0.9L    :  72.53
  1672.4    35.6  5.956  259.8    4.8   4.10   4329.1  0.023T 1.00       -       -     -     -  
H/2     :  78.16
   446.8    34.6  3.800  263.2    3.1   2.65   2772.3  0.038T 1.00       -       -     -     -  
Transfer:  77.67
   561.7    34.7  4.541  261.9    3.7   3.15   3281.1  0.031T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 4; Groups 1-16; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.066
        M   2.00 Fb     0.182
 
  2   2 E  32.00 Ft     0.404
        M   8.00 Fb     0.127
 
  3   2 E  30.00 Ft     0.709
        M   6.00 Fb     0.100
 
  4   2 E  28.00 Ft     0.982
        M   4.00 Fb     0.102
 
  5   2 E  26.00 Ft     1.223
        M   2.00 Fb     0.131
 
  6   2 E   6.00 Ft     1.178
        M   6.00 Fb     0.410
 
  7   2 E   6.00 Ft     1.132
        M   6.00 Fb     0.688
 
  8   2 E   6.00 Ft     1.087
        M   6.00 Fb     0.967
 
  9   2 E   6.00 Ft     1.042
        M   6.00 Fb     1.245
 
 10   2 E   4.00 Ft     0.965
        M   4.00 Fb     1.552
 
 11   2 E   4.00 Ft     0.888
        M   4.00 Fb     1.858
 
 12   2 E   4.00 Ft     0.810
        M   4.00 Fb     2.165
 
 13   2 E   2.00 Ft     0.701
        M   2.00 Fb     2.499
 
 14   2 E   2.00 Ft     0.592
        M   2.00 Fb     2.834
 
 15   2 E   2.00 Ft     0.482
        M   2.00 Fb     3.168
 
 16   2 E   2.00 Ft     0.373
        M   2.00 Fb     3.503
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 81.33            Release Length, ft: 81.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  32
No. of strands, Draped:   8           No. of strands, Straight:  24
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  8.72 %               Final losses: 14.51 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.696   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.092   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5665.20     4804.38     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   0.927     Midspan    1.800   0.183     Midspan
    Pre.Top:   4.200   2.622     Midspan    3.150   2.210     Midspan
    Pre.Bot:   4.200   2.601    Transfer    3.150   2.811    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503   0.061     Bearing
    Pre.Bot:  -0.503  -0.290     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.361     Midspan
    Pre.Bot:                                                             2.800   1.257    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  40.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.481  1.80      6.266  2.20      7.659
Self Wt.       :      -1.261  1.85     -2.332  2.40     -3.025
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       2.221            3.934            4.633
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  3.50 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   80.00
     DC  Line       0.076      0.00       0.076   80.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    40.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 81.333 ft
Release length = 81.333 ft
Design  length = 80.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.709   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.965   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.063   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 5
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        631.7 in2           1274.0 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           273960 in4#
Ht. of c.g.           =        17.14 in             28.81 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1462.8 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8314

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     1.84     7.47    15.60    23.73    31.87    40.00
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    639.2    665.3    659.8    665.3    665.3    665.3    665.3    665.3
  Yb      ,  in    17.06    16.76    16.82    16.71    16.63    16.56    16.48    16.48
  MI(Ixx) , in4   100356   101809   101487   102295   103183   104214   105389   105389
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1281.1   1305.7   1300.5   1305.7   1305.7   1305.7   1305.7   1305.7
  Yb      ,  in    28.71    28.34    28.42    28.32    28.28    28.25    28.21    28.21
  MI(Ixx) , in4   276432   285379   283463   286530   288468   290545   292760   292760

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 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           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  32 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 32.53 ft from member end )
END PATTERN (Ycg = 10.13 in):
    10 @  2.000 in     6 @  4.000 in     8 @  6.000 in     2 @ 26.000 in
     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.13 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    10 @  2.000 in     6 @  4.000 in     8 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    6.94 in2      Initial Pull          =     1361.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.606 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.507 ft
Holddown Force        =  20.880 kips     Beam Shrtng (PL/AE)   =      0.413 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)       
--------------------------------------------------------------------------------------
      2603.648         740 1926.700     13.215 53519.117   725.810     514.833        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.50       0.1250      0.3333    Yes
      2      US#6[M19]       60.00        0.88       2.50       0.3333      0.5417     No
      2      US#6[M19]       60.00        0.88       2.50       0.5417      0.7500    Yes
      2      US#6[M19]       60.00        0.88       4.00       0.7500      1.0833     No
      2      US#6[M19]       60.00        0.88       4.00       1.0833      1.4167    Yes
      2      US#6[M19]       60.00        0.88       4.00       1.4167      1.7500     No
      2      US#6[M19]       60.00        0.88       6.00       1.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167      9.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.6667     27.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.6667     32.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      32.6667     48.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      48.6667     53.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      53.6667     71.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00      71.6667     76.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      76.9167     77.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      77.5833     79.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      79.5833     79.9167     No
      2      US#6[M19]       60.00        0.88       4.00      79.9167     80.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00      80.2500     80.5833     No
      2      US#6[M19]       60.00        0.88       2.50      80.5833     80.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50      80.7917     81.0000     No
      2      US#6[M19]       60.00        0.88       2.50      81.0000     81.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      81.2083     81.3333     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 81.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.9440 in2       Ycg =  4.13 in
         P_init    =     1361.2 kips  Ecc = 13.01 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.10 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.926 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.77 ksi    0.00 ksi
    due to Composite Loads                                 -2.01 ksi    0.00 ksi
    due to Live Loads                                      -7.21 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                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.39 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.10 ksi  ( 8.72 %)            11.37 ksi ( 5.80 %)
Total Prestress Losses                                    28.47 ksi (14.52 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    59.6    47.4   178.2   330.5   439.4   504.7   526.4
(Max)       V      26.3    24.8    25.1    21.4    16.1    10.7     5.4     0.0
DL-Prec.  : M       0.0    10.1     8.0    30.2    56.0    74.5    85.6    89.3
DC(Max)     V       4.5     4.2     4.3     3.6     2.7     1.8     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    72.9    58.0   217.9   404.3   537.4   617.2   643.9
Haunch (Max)V      32.2    30.3    30.7    26.2    19.6    13.1     6.5     0.0
Diaphragm : M       0.0     0.3     0.2     0.9     2.0     3.0     4.0     5.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    26.8    21.3    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.3     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0    14.8    11.8    44.2    82.0   109.0   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   197.7   157.3   586.7  1073.9  1402.5  1597.1  1643.9
            V     117.2   112.4   113.4   101.9    86.2    70.5    49.4    33.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   117.2   112.4   113.4   101.9    87.0    72.7    59.0    45.8
            M      -0.0   202.7   161.6   586.7  1021.2  1298.8  1415.0  1379.5
Total     : M+      0.0   382.3   304.1  1138.4  2097.4  2763.4  3160.8  3275.9
            V     198.6   189.1   191.1   168.2   135.9   103.7    66.0    33.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   198.6   189.1   191.1   168.2   136.7   105.9    75.7    46.0
            M      -0.0   387.3   308.4  1138.4  2044.7  2659.7  2978.7  3011.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   78.16   77.67   80.00
Self wt.  : M     504.7   439.4   330.5   178.2    47.4    59.6     0.0
(Max)       V       5.4    10.7    16.1    21.4    25.1    24.8    26.3
DL-Prec.  : M      85.6    74.5    56.0    30.2     8.0    10.1     0.0
DC(Max)     V       0.9     1.8     2.7     3.6     4.3     4.2     4.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     617.2   537.4   404.3   217.9    58.0    72.9     0.0
Haunch (Max)V       6.5    13.1    19.6    26.2    30.7    30.3    32.2
Diaphragm : M       4.0     3.0     2.0     0.9     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     227.0   197.6   148.7    80.2    21.3    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.3    11.1    11.8
DL-Comp   : M     125.3   109.0    82.0    44.2    11.8    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
LL + I    : M+   1597.1  1402.5  1073.9   586.7   157.3   197.7     0.0
            V      49.4    70.5    86.2   101.9   113.4   112.4   117.2
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    59.0    72.7    87.0   101.9   113.4   112.4   117.2
            M    1415.0  1298.8  1021.2   586.7   161.6   202.7    -0.0
Total     : M+   3160.8  2763.4  2097.4  1138.4   304.1   382.3     0.0
            V      66.0   103.7   135.9   168.2   191.1   189.1   198.6
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    75.7   105.9   136.7   168.2   191.1   189.1   198.6
            M    2978.7  2659.7  2044.7  1138.4   308.4   387.3    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               26.3             26.3
Deck+Haunch            32.2             32.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.5              4.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           59.2             59.2
DL-Comp.(DW)           32.7             32.7
Live                   89.2             89.2
        Truck          63.6             63.6
        Lane           25.6             25.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    59.6    47.4   178.2   330.5   439.4   504.7   526.4
(Max)       V      26.3    24.8    25.1    21.4    16.1    10.7     5.4     0.0
DL-Prec.  : M       0.0    10.1     8.0    30.2    56.0    74.5    85.6    89.3
DC(Max)     V       4.5     4.2     4.3     3.6     2.7     1.8     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    72.9    58.0   217.9   404.3   537.4   617.2   643.9
Haunch (Max)V      32.2    30.3    30.7    26.2    19.6    13.1     6.5     0.0
Diaphragm : M       0.0     0.3     0.2     0.9     2.0     3.0     4.0     5.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    26.8    21.3    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.3     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0    14.8    11.8    44.2    82.0   109.0   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   158.2   125.8   469.4   859.1  1122.0  1277.6  1315.1
            V      93.7    89.9    90.7    81.5    68.9    56.4    39.5    26.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    93.7    89.9    90.7    81.5    69.6    58.2    47.2    36.7
            M      -0.0   162.1   129.3   469.4   816.9  1039.1  1132.0  1103.6
Total     : M+      0.0   342.7   272.6  1021.1  1882.6  2482.9  2841.3  2947.1
            V     175.2   166.6   168.4   147.8   118.7    89.6    56.2    27.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   175.2   166.6   168.4   147.8   119.3    91.4    63.9    36.8
            M      -0.0   346.7   276.1  1021.1  1840.5  2400.0  2695.7  2735.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   78.16   77.67   80.00
Self wt.  : M     504.7   439.4   330.5   178.2    47.4    59.6     0.0
(Max)       V       5.4    10.7    16.1    21.4    25.1    24.8    26.3
DL-Prec.  : M      85.6    74.5    56.0    30.2     8.0    10.1     0.0
DC(Max)     V       0.9     1.8     2.7     3.6     4.3     4.2     4.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     617.2   537.4   404.3   217.9    58.0    72.9     0.0
Haunch (Max)V       6.5    13.1    19.6    26.2    30.7    30.3    32.2
Diaphragm : M       4.0     3.0     2.0     0.9     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     227.0   197.6   148.7    80.2    21.3    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.3    11.1    11.8
DL-Comp   : M     125.3   109.0    82.0    44.2    11.8    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
LL + I    : M+   1277.6  1122.0   859.1   469.4   125.8   158.2     0.0
            V      39.5    56.4    68.9    81.5    90.7    89.9    93.7
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    47.2    58.2    69.6    81.5    90.7    89.9    93.7
            M    1132.0  1039.1   816.9   469.4   129.3   162.1    -0.0
Total     : M+   2841.3  2482.9  1882.6  1021.0   272.6   342.7     0.0
            V      56.2    89.6   118.7   147.8   168.4   166.6   175.2
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    63.9    91.4   119.3   147.8   168.4   166.6   175.2
            M    2695.7  2400.0  1840.5  1021.0   276.1   346.7    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    74.5    59.3   222.7   413.2   549.2   630.8   658.0
(Max)       V      32.9    31.0    31.4    26.8    20.1    13.4     6.7     0.0
Self wt.  : M       0.0    53.7    42.7   160.4   297.5   395.4   454.2   473.8
(Min)       V      23.7    22.3    22.6    19.3    14.5     9.6     4.8     0.0
DL-Prec.  : M       0.0    12.6    10.0    37.8    70.1    93.1   107.0   111.6
DC(Max)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     9.1     7.2    27.2    50.4    67.0    77.0    80.3
DC(Min)     V       4.0     3.8     3.8     3.3     2.5     1.6     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    91.2    72.5   272.4   505.3   671.7   771.5   804.8
Haunch (Max)V      40.2    37.9    38.4    32.7    24.5    16.4     8.2     0.0
Deck +    : M       0.0    65.6    52.2   196.1   363.8   483.6   555.5   579.5
Haunch (Min)V      29.0    27.3    27.6    23.6    17.7    11.8     5.9     0.0
Diaphragm : M       0.0     0.4     0.3     1.2     2.4     3.7     5.0     6.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.8     1.8     2.7     3.6     4.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.5    26.7   100.2   185.9   247.0   283.8   296.0
DC(Max)     V      14.8    13.9    14.1    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    24.1    19.2    72.1   133.8   177.9   204.3   213.1
DC(Min)     V      10.7    10.0    10.2     8.7     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0    22.2    17.7    66.3   123.1   163.6   187.9   196.0
DW(Max)     V       9.8     9.2     9.3     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0     9.6     7.6    28.7    53.3    70.9    81.4    84.9
DW(Min)     V       4.2     4.0     4.1     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   346.0   275.3  1026.8  1879.3  2454.4  2794.9  2876.9
            V     205.0   196.7   198.4   178.3   150.8   123.3    86.4    58.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   205.0   196.7   198.4   178.3   152.2   127.3   103.3    80.2
            M      -0.0   354.7   282.8  1026.8  1787.0  2273.0  2476.2  2414.2
Total     : M+      0.0   580.4   461.7  1727.4  3179.2  4182.8  4780.8  4949.5
            V     308.5   294.1   297.2   262.5   214.0   165.5   107.6    59.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   308.5   294.1   297.2   262.5   215.4   169.5   124.4    80.4
            M      -0.0   589.1   469.2  1727.4  3087.0  4001.3  4462.1  4486.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   78.16   77.67   80.00
Self wt.  : M     630.8   549.2   413.2   222.7    59.3    74.5     0.0
(Max)       V       6.7    13.4    20.1    26.8    31.4    31.0    32.9
Self wt.  : M     454.2   395.4   297.5   160.4    42.7    53.7     0.0
(Min)       V       4.8     9.6    14.5    19.3    22.6    22.3    23.7
DL-Prec.  : M     107.0    93.1    70.1    37.8    10.0    12.6     0.0
DC(Max)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
DL-Prec.  : M      77.0    67.0    50.4    27.2     7.2     9.1     0.0
DC(Min)     V       0.8     1.6     2.5     3.3     3.8     3.8     4.0
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     771.5   671.7   505.3   272.4    72.5    91.2     0.0
Haunch (Max)V       8.2    16.4    24.5    32.7    38.4    37.9    40.2
Deck +    : M     555.5   483.6   363.8   196.1    52.2    65.6     0.0
Haunch (Min)V       5.9    11.8    17.7    23.6    27.6    27.3    29.0
Diaphragm : M       5.0     3.7     2.4     1.2     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.6     2.7     1.8     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     283.8   247.0   185.9   100.2    26.7    33.5     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.1    13.9    14.8
DL-Comp   : M     204.3   177.9   133.8    72.1    19.2    24.1     0.0
DC(Min)     V       2.2     4.3     6.5     8.7    10.2    10.0    10.7
DL-Comp   : M     187.9   163.6   123.1    66.3    17.7    22.2     0.0
DW(Max)     V       2.0     4.0     6.0     8.0     9.3     9.2     9.8
DL-Comp   : M      81.4    70.9    53.3    28.7     7.6     9.6     0.0
DW(Min)     V       0.9     1.7     2.6     3.5     4.1     4.0     4.2
LL + I    : M+   2794.9  2454.4  1879.3  1026.8   275.3   346.0     0.0
            V      86.4   123.3   150.8   178.3   198.4   196.7   205.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   103.3   127.3   152.2   178.3   198.4   196.7   205.0
            M    2476.2  2273.0  1787.0  1026.8   282.8   354.7    -0.0
Total     : M+   4780.8  4182.8  3179.2  1727.4   461.7   580.4     0.0
            V     107.6   165.5   214.0   262.5   297.2   294.1   308.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   124.4   169.5   215.4   262.5   297.2   294.1   308.5
            M    4462.1  4001.3  3087.0  1727.4   469.2   589.1    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               32.9             32.9
Deck+Haunch            40.2             40.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.6              5.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           49.0             49.0
Live                  156.1            156.1
        Truck         111.3            111.3
        Lane           44.8             44.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    59.6    47.4   178.2   330.5   439.4   504.7   526.4
(Max)       V      26.3    24.8    25.1    21.4    16.1    10.7     5.4     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    10.1     8.0    30.2    56.0    74.5    85.6    89.3
DC(Max)     V       4.5     4.2     4.3     3.6     2.7     1.8     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    72.9    58.0   217.9   404.3   537.4   617.2   643.9
Haunch (Max)V      32.2    30.3    30.7    26.2    19.6    13.1     6.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.2     0.9     2.0     3.0     4.0     5.0
(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    26.8    21.3    80.2   148.7   197.6   227.0   236.8
DC(Max)     V      11.8    11.1    11.3     9.6     7.2     4.8     2.4     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    14.8    11.8    44.2    82.0   109.0   125.3   130.7
DW(Max)     V       6.5     6.2     6.2     5.3     4.0     2.7     1.3     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   198.9   158.5   581.9  1034.8  1344.0  1494.0  1455.5
            V     119.0   114.2   115.2   103.6    88.2    68.0    52.6    37.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   119.0   114.2   115.2   103.6    88.2    72.8    57.3    42.8
            M       0.0   198.9   158.5   581.9  1034.8  1299.2  1375.1  1288.1
Total     : M+      0.0   383.5   305.2  1133.5  2058.4  2704.9  3057.7  3087.5
            V     200.5   190.9   192.9   169.9   137.9   101.3    69.3    37.4
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   200.5   190.9   192.9   169.9   137.9   106.0    74.0    42.9
            M       0.0   383.5   305.2  1133.5  2058.4  2660.1  2938.8  2920.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   78.16   77.67   80.00
Self wt.  : M     504.7   439.4   330.5   178.2    47.4    59.6     0.0
(Max)       V       5.4    10.7    16.1    21.4    25.1    24.8    26.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      85.6    74.5    56.0    30.2     8.0    10.1     0.0
DC(Max)     V       0.9     1.8     2.7     3.6     4.3     4.2     4.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     617.2   537.4   404.3   217.9    58.0    72.9     0.0
Haunch (Max)V       6.5    13.1    19.6    26.2    30.7    30.3    32.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.0     3.0     2.0     0.9     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     227.0   197.6   148.7    80.2    21.3    26.8     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.3    11.1    11.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     125.3   109.0    82.0    44.2    11.8    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.2     6.2     6.5
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+   1494.0  1344.0  1034.8   581.9   158.5   198.9     0.0
            V      52.6    68.0    88.2   103.6   115.2   114.2   119.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.3    72.8    88.2   103.6   115.2   114.2   119.0
            M    1375.1  1299.2  1034.8   581.9   158.5   198.9     0.0
Total     : M+   3057.7  2704.9  2058.4  1133.5   305.2   383.5     0.0
            V      69.3   101.3   137.9   169.9   192.9   190.9   200.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    74.0   106.0   137.9   169.9   192.9   190.9   200.5
            M    2938.8  2660.1  2058.4  1133.5   305.2   383.5     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67
 
Beam-Self
Precast-top    0.175   0.443   0.784   1.023   1.161   1.209 
Bottom        -0.153  -0.384  -0.674  -0.871  -0.980  -1.021 
 
Prestress
Precast-top    0.197  -0.029  -0.383  -0.730  -1.069  -1.069 
Bottom         3.656   3.843   4.132   4.410   4.676   4.676 
 
Total
Precast-top    0.373   0.414   0.401   0.293   0.092   0.140 
Bottom         3.503   3.459   3.459   3.539   3.696   3.655 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.45 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
 
Prestress
Precast-top    0.061   0.171   0.160  -0.025  -0.332  -0.632  -0.925  -0.925
Bottom         0.723   3.164   2.664   3.326   3.577   3.817   4.047   4.047
 
Self wt.
Precast-top   -0.000   0.135   0.108   0.403   0.744   0.984   1.122   1.170
Bottom        -0.000  -0.118  -0.094  -0.349  -0.639  -0.838  -0.947  -0.988
 
DL-Prec (DC)
Precast-top   -0.000   0.023   0.018   0.068   0.126   0.167   0.190   0.198
Bottom        -0.000  -0.020  -0.016  -0.059  -0.108  -0.142  -0.161  -0.168
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.004   0.007   0.009   0.011
Bottom        -0.000  -0.001  -0.000  -0.002  -0.004  -0.006  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.165   0.132   0.493   0.911   1.203   1.372   1.431
Bottom        -0.000  -0.144  -0.115  -0.427  -0.782  -1.025  -1.158  -1.208
 
DL-Comp (DC)
Topping-top   -0.000   0.015   0.012   0.044   0.082   0.109   0.124   0.129
Precast-top   -0.000   0.009   0.007   0.026   0.048   0.063   0.072   0.076
Bottom        -0.000  -0.032  -0.026  -0.095  -0.175  -0.231  -0.263  -0.274
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.007   0.025   0.045   0.060   0.068   0.071
Precast-top   -0.000   0.005   0.004   0.014   0.026   0.035   0.040   0.042
Bottom        -0.000  -0.018  -0.014  -0.052  -0.097  -0.127  -0.145  -0.151
 
LL+I(+)
Topping-top   -0.000   0.110   0.088   0.325   0.593   0.771   0.873   0.899
Precast-top   -0.000   0.064   0.050   0.189   0.345   0.449   0.510   0.525
Bottom        -0.000  -0.236  -0.189  -0.696  -1.264  -1.636  -1.847  -1.901
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.133   0.106   0.394   0.720   0.939   1.065   1.099 
Precast-top    0.061   0.572   0.479   1.170   1.873   2.275   2.389   2.527 
Bottom         0.723   2.596   2.209   1.646   0.508  -0.187  -0.480  -0.652 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.023   0.018   0.069   0.127   0.169   0.193   0.201 
Precast-top    0.061   0.508   0.429   0.981   1.528   1.826   1.879   2.002 
Bottom         0.723   2.832   2.398   2.341   1.771   1.449   1.367   1.249 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67
 
Beam-Self
Precast-top    0.175   0.443   0.784   1.023   1.161   1.209 
Bottom        -0.153  -0.384  -0.674  -0.871  -0.980  -1.021 
 
Prestress
Precast-top    0.197  -0.029  -0.383  -0.730  -1.069  -1.069 
Bottom         3.656   3.843   4.132   4.410   4.676   4.676 
 
Total
Precast-top    0.373   0.414   0.401   0.293   0.092   0.140 
Bottom         3.503   3.459   3.459   3.539   3.696   3.655 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.45 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
 
Prestress
Precast-top    0.061   0.171   0.160  -0.025  -0.332  -0.632  -0.925  -0.925
Bottom         0.723   3.164   2.664   3.326   3.577   3.817   4.047   4.047
 
Self wt.
Precast-top   -0.000   0.135   0.108   0.403   0.744   0.984   1.122   1.170
Bottom        -0.000  -0.118  -0.094  -0.349  -0.639  -0.838  -0.947  -0.988
 
DL-Prec (DC)
Precast-top   -0.000   0.023   0.018   0.068   0.126   0.167   0.190   0.198
Bottom        -0.000  -0.020  -0.016  -0.059  -0.108  -0.142  -0.161  -0.168
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.004   0.007   0.009   0.011
Bottom        -0.000  -0.001  -0.000  -0.002  -0.004  -0.006  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.165   0.132   0.493   0.911   1.203   1.372   1.431
Bottom        -0.000  -0.144  -0.115  -0.427  -0.782  -1.025  -1.158  -1.208
 
DL-Comp (DC)
Topping-top   -0.000   0.015   0.012   0.044   0.082   0.109   0.124   0.129
Precast-top   -0.000   0.009   0.007   0.026   0.048   0.063   0.072   0.076
Bottom        -0.000  -0.032  -0.026  -0.095  -0.175  -0.231  -0.263  -0.274
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.007   0.025   0.045   0.060   0.068   0.071
Precast-top   -0.000   0.005   0.004   0.014   0.026   0.035   0.040   0.042
Bottom        -0.000  -0.018  -0.014  -0.052  -0.097  -0.127  -0.145  -0.151
 
LL+I(+)
Topping-top   -0.000   0.088   0.070   0.260   0.474   0.617   0.698   0.719
Precast-top   -0.000   0.051   0.040   0.151   0.276   0.359   0.408   0.420
Bottom        -0.000  -0.189  -0.151  -0.557  -1.011  -1.309  -1.477  -1.521
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.111   0.089   0.329   0.602   0.785   0.891   0.920 
Precast-top    0.061   0.559   0.469   1.132   1.804   2.185   2.287   2.422 
Bottom         0.723   2.644   2.247   1.785   0.761   0.140  -0.111  -0.271 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    7.47   15.60   23.73   31.87   40.00
F_LL+I(+)
Topping-top   -0.000   0.111   0.088   0.323   0.571   0.738   0.817   0.796
Precast-top   -0.000   0.064   0.051   0.187   0.332   0.430   0.477   0.465
Bottom        -0.000  -0.237  -0.191  -0.690  -1.218  -1.568  -1.728  -1.683
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.122   0.098   0.357   0.635   0.823   0.913   0.896 
Precast-top    0.030   0.318   0.265   0.678   1.096   1.343   1.417   1.466 
Bottom         0.362   1.179   1.008   0.481  -0.332  -0.843  -1.044  -1.058 
 

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
    308.5    6.5   40.4    0.761   4.0   6.00e-3 50.0    319.8     1.905    4.224      0.00
      0.0    0.8   40.0     42.0 0.186      19.0 0.87    12.00     0.109    1.339 
Transfer:   3.00
    294.1    6.5   40.4    3.424  18.1  -0.03e-3 28.9    205.8     0.588    1.760      0.00
    589.1    3.6   38.6    189.0 0.176     103.0 4.90    12.00     0.109    1.400 
Critical:   3.88
    288.5    6.5   40.4    3.613  18.1  -0.04e-3 28.9    198.7     0.568    1.320      0.00
    782.1    3.8   38.5    189.0 0.173     103.8 4.96    12.00     0.109    1.423 
0.1L    :   8.13
    262.5    6.5   38.0    5.236  18.1  -0.05e-3 28.8    177.2     0.547    0.827      0.00
   1727.4    4.7   35.6    189.0 0.169      96.4 4.98    12.00     0.109    1.310 
0.2L    :  16.27
    215.4    6.5   37.1    6.944  18.1  -0.01e-3 29.0    130.7     0.420    0.620      0.00
   3087.0    5.4   34.4    189.0 0.141      90.6 4.84    12.00     0.109    1.260 
0.3L    :  24.40
    169.5    6.5   38.6    6.944  18.1   0.89e-3 32.1    113.9     0.398    0.620      0.00
   4001.3    5.4   35.9    189.0 0.104      56.3 2.88    24.00     0.109    1.338 
0.4L    :  32.53
    124.4    6.5   40.1    6.944   0.0   1.23e-3 33.3     87.4     0.307    0.496      0.00
   4462.1    5.4   37.4    189.0 0.081      50.8 2.50    24.00     0.109    1.390 
0.5L    :  40.67
     80.4    6.5   40.1    6.944   0.0   1.04e-3 32.7     34.5     0.118    0.413      0.00
   4486.8    5.4   37.4    189.0 0.052      54.8 2.69    24.00     0.109    1.965 
0.6L    :  48.80
    124.4    6.5   40.1    6.944   0.0   1.23e-3 33.3     87.4     0.307    0.496      0.00
   4462.1    5.4   37.4    189.0 0.081      50.8 2.50    24.00     0.109    1.390 
0.7L    :  56.93
    169.5    6.5   38.6    6.944  18.1   0.89e-3 32.1    113.9     0.398    0.620      0.00
   4001.3    5.4   35.9    189.0 0.104      56.3 2.88    24.00     0.109    1.338 
0.8L    :  65.07
    215.4    6.5   37.1    6.944  18.1  -0.01e-3 29.0    130.7     0.420    0.620      0.00
   3087.0    5.4   34.4    189.0 0.141      90.6 4.84    12.00     0.109    1.260 
0.9L    :  73.20
    262.5    6.5   38.0    5.236  18.1  -0.05e-3 28.8    177.2     0.547    0.827      0.00
   1727.4    4.7   35.6    189.0 0.169      96.4 4.98    12.00     0.109    1.310 
Critical:  77.46
    288.5    6.5   40.4    3.613  18.1  -0.04e-3 28.9    198.7     0.568    1.320      0.00
    782.1    3.8   38.5    189.0 0.173     103.8 4.96    12.00     0.109    1.423 
Transfer:  78.33
    294.1    6.5   40.4    3.424  18.1  -0.03e-3 28.9    205.8     0.588    1.760      0.00
    589.1    3.6   38.6    189.0 0.176     103.0 4.90    12.00     0.109    1.400 
Bearing :  80.67
    308.5    6.5   40.4    0.761   4.0   6.00e-3 50.0    319.8     1.905    4.224      0.00
      0.0    0.8   40.0     42.0 0.186      19.0 0.87    12.00     0.109    1.339 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1361.16
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    2.72
 
 
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
    308.5      8.57     40.42    0.82       40.01    24.00      0.300      2.106      0.034      4.224 
Transfer:      2.33
    294.1      8.46     40.42    3.59       38.62    24.00      0.300      2.071      0.013      1.760 
Critical:      3.21
    288.7      8.33     40.42    3.78       38.53    24.00      0.300      2.026      0.000      1.320 
0.1L    :      7.47
    262.5      8.19     37.96    4.66       35.63    24.00      0.300      1.979      0.000      0.827 
0.2L    :     15.60
    215.4      6.95     37.13    5.39       34.43    24.00      0.300      1.567      0.000      0.620 
0.3L    :     23.73
    169.5      5.24     38.62    5.40       35.93    24.00      0.300      0.997      0.000      0.620 
0.4L    :     31.87
    124.4      3.69     40.12    5.40       37.42    24.00      0.300      0.482      0.000      0.496 
0.5L    :     40.00
     80.4      2.39     40.12    5.40       37.42    24.00      0.300      0.045      0.000      0.413 
0.6L    :     48.13
    124.4      3.69     40.12    5.40       37.42    24.00      0.300      0.482      0.000      0.496 
0.7L    :     56.27
    169.5      5.24     38.62    5.40       35.93    24.00      0.300      0.997      0.000      0.620 
0.8L    :     64.40
    215.4      6.95     37.13    5.39       34.43    24.00      0.300      1.567      0.000      0.620 
0.9L    :     72.53
    262.5      8.19     37.96    4.66       35.63    24.00      0.300      1.979      0.000      0.827 
Critical:     76.79
    288.7      8.33     40.42    3.78       38.53    24.00      0.300      2.026      0.000      1.320 
Transfer:     77.67
    294.1      8.46     40.42    3.59       38.62    24.00      0.300      2.071      0.013      1.760 
Bearing :     80.00
    308.5      8.57     40.42    0.82       40.01    24.00      0.300      2.106      0.034      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.47 ft
Prestress      :       1.223  1.80      2.201  2.20      2.690
Self Wt.       :      -0.408  1.85     -0.754  2.40     -0.978
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          :       0.815            1.447            1.712
 
At 0.2 x L = 15.60 ft
Prestress      :       2.207  1.80      3.972  2.20      4.855
Self Wt.       :      -0.765  1.85     -1.415  2.40     -1.835
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.442            2.557            3.019
 
At 0.3 x L = 23.73 ft
Prestress      :       2.917  1.80      5.250  2.20      6.417
Self Wt.       :      -1.036  1.85     -1.918  2.40     -2.488
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.880            3.333            3.929
 
At 0.4 x L = 31.87 ft
Prestress      :       3.325  1.80      5.986  2.20      7.316
Self Wt.       :      -1.200  1.85     -2.221  2.40     -2.881
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.125            3.765            4.435
 
At 0.5 x L = 40.00 ft
Prestress      :       3.481  1.80      6.266  2.20      7.659
Self Wt.       :      -1.261  1.85     -2.332  2.40     -3.025
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.221            3.934            4.633
 
At 0.6 x L = 48.13 ft
Prestress      :       3.325  1.80      5.986  2.20      7.316
Self Wt.       :      -1.200  1.85     -2.221  2.40     -2.881
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.125            3.765            4.435
 
At 0.7 x L = 56.27 ft
Prestress      :       2.917  1.80      5.250  2.20      6.417
Self Wt.       :      -1.036  1.85     -1.918  2.40     -2.488
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.880            3.333            3.929
 
At 0.8 x L = 64.40 ft
Prestress      :       2.207  1.80      3.972  2.20      4.855
Self Wt.       :      -0.765  1.85     -1.415  2.40     -1.835
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.442            2.557            3.019
 
At 0.9 x L = 72.53 ft
Prestress      :       1.223  1.80      2.201  2.20      2.690
Self Wt.       :      -0.408  1.85     -0.754  2.40     -0.978
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          :       0.815            1.447            1.712
 

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
   580.4    34.7  4.566  260.8    4.2   3.59   3262.9  0.027T 1.00       -       -     -     -  
H/2     :   1.84
   461.7    34.6  3.821  262.2    3.6   3.02   2761.7  0.033T 1.00       -       -     -     -  
0.1L    :   7.47
  1727.4    35.6  5.984  258.4    5.5   4.66   4289.6  0.020T 1.00       -       -     -     -  
0.2L    :  15.60
  3179.2    37.1  6.944  257.1    6.3   5.39   5122.6  0.017T 1.00   3696.6  3696.6    1.39    -  
0.3L    :  23.73
  4182.8    38.6  6.944  257.6    6.3   5.40   5355.0  0.017T 1.00   3801.2  3801.2    1.41    -  
0.4L    :  31.87
  4780.8    40.1  6.944  258.0    6.4   5.40   5587.5  0.017T 1.00   3974.1  3974.1    1.41    -  
0.5L    :  40.00
  4949.5    40.1  6.944  258.0    6.4   5.40   5587.5  0.017T 1.00   3941.1  3941.1    1.42    -  
0.6L    :  48.13
  4780.8    40.1  6.944  258.0    6.4   5.40   5587.5  0.017T 1.00   3974.1  3974.1    1.41    -  
0.7L    :  56.27
  4182.8    38.6  6.944  257.6    6.3   5.40   5355.0  0.017T 1.00   3801.2  3801.2    1.41    -  
0.8L    :  64.40
  3179.2    37.1  6.944  257.1    6.3   5.39   5122.6  0.017T 1.00   3696.6  3696.6    1.39    -  
0.9L    :  72.53
  1727.4    35.6  5.984  258.4    5.5   4.66   4289.6  0.020T 1.00       -       -     -     -  
H/2     :  78.16
   461.7    34.6  3.821  262.2    3.6   3.02   2761.7  0.033T 1.00       -       -     -     -  
Transfer:  77.67
   580.4    34.7  4.566  260.8    4.2   3.59   3262.9  0.027T 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 1-16; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.066
        M   2.00 Fb     0.182
 
  2   2 E  32.00 Ft     0.404
        M   8.00 Fb     0.127
 
  3   2 E  30.00 Ft     0.709
        M   6.00 Fb     0.100
 
  4   2 E  28.00 Ft     0.982
        M   4.00 Fb     0.102
 
  5   2 E  26.00 Ft     1.223
        M   2.00 Fb     0.131
 
  6   2 E   6.00 Ft     1.178
        M   6.00 Fb     0.410
 
  7   2 E   6.00 Ft     1.132
        M   6.00 Fb     0.688
 
  8   2 E   6.00 Ft     1.087
        M   6.00 Fb     0.967
 
  9   2 E   6.00 Ft     1.042
        M   6.00 Fb     1.245
 
 10   2 E   4.00 Ft     0.965
        M   4.00 Fb     1.552
 
 11   2 E   4.00 Ft     0.888
        M   4.00 Fb     1.858
 
 12   2 E   4.00 Ft     0.810
        M   4.00 Fb     2.165
 
 13   2 E   2.00 Ft     0.701
        M   2.00 Fb     2.499
 
 14   2 E   2.00 Ft     0.592
        M   2.00 Fb     2.834
 
 15   2 E   2.00 Ft     0.482
        M   2.00 Fb     3.168
 
 16   2 E   2.00 Ft     0.373
        M   2.00 Fb     3.503
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 81.33            Release Length, ft: 81.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  32
No. of strands, Draped:   8           No. of strands, Straight:  24
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  8.72 %               Final losses: 14.52 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.696   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.092   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5587.48     4949.52     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   1.099     Midspan    1.800   0.201     Midspan
    Pre.Top:   4.200   2.527     Midspan    3.150   2.002     Midspan
    Pre.Bot:   4.200   2.596    Transfer    3.150   2.832    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503   0.061     Bearing
    Pre.Bot:  -0.503  -0.271     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.466     Midspan
    Pre.Bot:                                                             2.800   1.179    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  40.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.481  1.80      6.266  2.20      7.659
Self Wt.       :      -1.261  1.85     -2.332  2.40     -3.025
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       2.221            3.934            4.633
 
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

