 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTB70 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 70 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 feet and 3.5 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 5 ksi and 5.5 ksi, respectively.
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_28ea.tmp\BTB70-0_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 =   1439673.63
 
SPAN DATA
---------
Precast length    , ft =     71.333
Bearing-to-bearing, ft =     70.000
Release span      , ft =     71.333
 
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      =      5.500           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4738.960        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      5.000 
Eci ,ksi      =   4592.230
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.40L
     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   70.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   70.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   70.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   70.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   70.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   70.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   70.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   70.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   70.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   70.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   70.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   35.000
   1    2        0.500   35.000
   1    3        0.500   35.000
   1    4        0.500   35.000
   1    5        0.250   35.000
 
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   70.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   70.00   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    0.051     0.045 OK     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              5.00 ksi 
  Elasticity          4592.2 ksi 
  Max comp              3.25 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.54 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      5.50 ksi    4.00 ksi 
  Elasticity 4738.96 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.30 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.47 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    2.20 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.45 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    5.00        5.50      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    5.00        5.50      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    5.00        5.50      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    5.00        5.50      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    5.00        5.50      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 28.53 ft from member end )
 
END PATTERN (Ycg = 8.17 in):
 
  10 @  2.000 in 4 @  4.000 in 6 @  6.000 in 2 @ 30.000 in 
  2 @ 32.000 in                                            
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 4 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    3.75  0.1250  0.7500 Yes       
       2 US#6[M19]  60.0  0.88    6.00  0.7500  3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00  3.7500  4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.4167  9.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.6670 24.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 24.6670 29.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 29.6670 41.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 41.6663 46.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 46.6663 61.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 61.6663 66.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 66.9167 67.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 67.5833 70.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.75 70.5833 71.2083 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 70.0000       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:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 28.53 ft from member end )
 
END PATTERN (Ycg = 8.17 in):
 
  10 @  2.000 in 4 @  4.000 in 6 @  6.000 in 2 @ 30.000 in 
  2 @ 32.000 in                                            
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 4 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    3.75  0.1250  0.7500 Yes       
       2 US#6[M19]  60.0  0.88    6.00  0.7500  3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00  3.7500  4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.4167  9.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.6670 24.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 24.6670 29.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 29.6670 41.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 41.6663 46.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 46.6663 61.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 61.6663 66.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 66.9167 67.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 67.5833 70.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.75 70.5833 71.2083 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 70.0000       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:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 28.53 ft from member end )
 
END PATTERN (Ycg = 8.17 in):
 
  10 @  2.000 in 4 @  4.000 in 6 @  6.000 in 2 @ 30.000 in 
  2 @ 32.000 in                                            
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 4 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    3.75  0.1250  0.7500 Yes       
       2 US#6[M19]  60.0  0.88    6.00  0.7500  3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00  3.7500  4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.4167  9.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.6670 24.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 24.6670 29.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 29.6670 41.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 41.6663 46.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 46.6663 61.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 61.6663 66.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 66.9167 67.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 67.5833 70.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.75 70.5833 71.2083 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 70.0000       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:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 28.53 ft from member end )
 
END PATTERN (Ycg = 8.17 in):
 
  10 @  2.000 in 4 @  4.000 in 6 @  6.000 in 2 @ 30.000 in 
  2 @ 32.000 in                                            
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 4 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    3.75  0.1250  0.7500 Yes       
       2 US#6[M19]  60.0  0.88    6.00  0.7500  3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00  3.7500  4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.4167  9.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.6670 24.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 24.6670 29.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 29.6670 41.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 41.6663 46.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 46.6663 61.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 61.6663 66.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 66.9167 67.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 67.5833 70.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.75 70.5833 71.2083 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 70.0000       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:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 28.53 ft from member end )
 
END PATTERN (Ycg = 8.17 in):
 
  10 @  2.000 in 4 @  4.000 in 6 @  6.000 in 2 @ 30.000 in 
  2 @ 32.000 in                                            
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 4 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    3.75  0.1250  0.7500 Yes       
       2 US#6[M19]  60.0  0.88    6.00  0.7500  3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00  3.7500  4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.4167  9.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.6670 24.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 24.6670 29.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 29.6670 41.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 41.6663 46.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 46.6663 61.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 61.6663 66.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 66.9167 67.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 67.5833 70.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.75 70.5833 71.2083 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 70.0000       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   70.00
     DC  Line       0.052      0.00       0.052   70.00
     DC  Line       0.076      0.00       0.076   70.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    35.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 71.333 ft
Release length = 71.333 ft
Design  length = 70.000 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)  : 0.730   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.961   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.059   (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           1327.3 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           280966 in4#
Ht. of c.g.           =        17.14 in             29.27 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 = 0.9002

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     1.84     6.47    13.60    20.73    27.87    35.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    637.7    658.8    654.4    658.8    658.8    658.8    658.8    658.8
  Yb      ,  in    17.05    16.75    16.81    16.72    16.67    16.63    16.58    16.58
  MI(Ixx) , in4   100472   102309   101909   102653   103304   104025   104817   104817
Composite: (At Final, using Ec =  4739.0 ksi )
  Area    , in2   1333.1   1353.4   1349.1   1353.4   1353.4   1353.4   1353.4   1353.4
  Yb      ,  in    29.18    28.85    28.92    28.84    28.82    28.79    28.77    28.77
  MI(Ixx) , in4   283565   292906   290915   293665   295031   296466   297971   297971

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.50 ksi           4.00 ksi
  Elasticity         =    4738.96 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.30 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.47 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           =       2.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.45 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 28.53 ft from member end )
END PATTERN (Ycg = 8.17 in):
    10 @  2.000 in     4 @  4.000 in     6 @  6.000 in     2 @ 30.000 in
     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     4 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.817 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.771 ft
Holddown Force        =  13.867 kips     Beam Shrtng (PL/AE)   =      0.291 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)       
--------------------------------------------------------------------------------------
      1712.761         740 1267.443     11.590 46938.898   609.517     443.095        
 
 
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       3.75       0.1250      0.7500    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167      9.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.6670     24.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.6670     29.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      29.6670     41.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      41.6663     46.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      46.6663     61.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      61.6663     66.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      66.9167     67.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      67.5833     70.5833    Yes
      2      US#6[M19]       60.00        0.88       3.75      70.5833     71.2083    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 70.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.50 in
         P_init    =     1020.9 kips  Ecc = 13.64 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.71 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.370 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.38 ksi    0.00 ksi
    due to Composite Loads                                 -1.72 ksi    0.00 ksi
    due to Live Loads                                      -6.64 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.47 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.71 ksi  ( 7.50 %)            12.12 ksi ( 6.18 %)
Total Prestress Losses                                    26.83 ksi (13.69 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    51.9    41.3   135.2   252.4   336.1   386.3   403.0
(Max)       V      23.0    21.5    21.8    18.8    14.1     9.4     4.7     0.0
DL-Prec.  : M       0.0    12.9    10.3    33.6    62.7    83.5    96.0   100.2
DC(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    63.5    50.6   165.3   308.7   411.0   472.5   493.0
Haunch (Max)V      28.2    26.3    26.7    23.0    17.2    11.5     5.7     0.0
Diaphragm : M       0.0     0.3     0.2     0.8     1.7     2.6     3.5     4.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.4    18.6    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.8     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    10.3    33.5    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   187.8   149.6   485.0   891.0  1161.6  1321.2  1356.4
            V     111.6   106.4   107.5    97.1    82.1    67.1    47.7    32.7
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   111.6   106.4   107.5    97.1    82.8    69.1    55.9    43.1
            M      -0.0   191.8   153.2   485.0   850.6  1082.2  1176.1  1140.0
Total     : M+      0.0   352.8   280.9   914.3  1692.6  2229.5  2549.1  2638.3
            V     184.7   174.6   176.8   156.7   126.9    97.0    62.7    32.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   184.7   174.6   176.8   156.7   127.6    99.0    70.9    43.2
            M      -0.0   356.8   284.4   914.3  1652.2  2150.0  2404.0  2421.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   68.16   67.67   70.00
Self wt.  : M     386.3   336.1   252.4   135.2    41.3    51.9     0.0
(Max)       V       4.7     9.4    14.1    18.8    21.8    21.5    23.0
DL-Prec.  : M      96.0    83.5    62.7    33.6    10.3    12.9     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
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     472.5   411.0   308.7   165.3    50.6    63.5     0.0
Haunch (Max)V       5.7    11.5    17.2    23.0    26.7    26.3    28.2
Diaphragm : M       3.5     2.6     1.7     0.8     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     173.8   151.2   113.5    60.8    18.6    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.8     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.5    10.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
LL + I    : M+   1321.2  1161.6   891.0   485.0   149.6   187.8     0.0
            V      47.7    67.1    82.1    97.1   107.5   106.4   111.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    55.9    69.1    82.8    97.1   107.5   106.4   111.6
            M    1176.1  1082.2   850.6   485.0   153.2   191.8    -0.0
Total     : M+   2549.1  2229.5  1692.6   914.3   280.9   352.8     0.0
            V      62.7    97.0   126.9   156.7   176.8   174.6   184.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    70.9    99.0   127.6   156.7   176.8   174.6   184.7
            M    2404.0  2150.0  1652.2   914.3   284.4   356.8    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               23.0             23.0
Deck+Haunch            28.2             28.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.7              5.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           51.8             51.8
DL-Comp.(DW)           28.6             28.6
Live                   84.8             84.8
        Truck          62.4             62.4
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    51.9    41.3   135.2   252.4   336.1   386.3   403.0
(Max)       V      23.0    21.5    21.8    18.8    14.1     9.4     4.7     0.0
DL-Prec.  : M       0.0    12.9    10.3    33.6    62.7    83.5    96.0   100.2
DC(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    63.5    50.6   165.3   308.7   411.0   472.5   493.0
Haunch (Max)V      28.2    26.3    26.7    23.0    17.2    11.5     5.7     0.0
Diaphragm : M       0.0     0.3     0.2     0.8     1.7     2.6     3.5     4.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.4    18.6    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.8     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    10.3    33.5    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   150.3   119.7   388.0   712.8   929.3  1056.9  1085.1
            V      89.3    85.1    86.0    77.7    65.7    53.7    38.1    26.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    89.3    85.1    86.0    77.7    66.2    55.3    44.7    34.5
            M      -0.0   153.5   122.5   388.0   680.5   865.7   940.9   912.0
Total     : M+      0.0   315.2   251.0   817.3  1514.4  1997.1  2284.9  2367.0
            V     162.4   153.4   155.3   137.3   110.5    83.6    53.1    26.3
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   162.4   153.4   155.3   137.3   111.0    85.2    59.7    34.6
            M      -0.0   318.4   253.8   817.3  1482.1  1933.6  2168.8  2193.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   68.16   67.67   70.00
Self wt.  : M     386.3   336.1   252.4   135.2    41.3    51.9     0.0
(Max)       V       4.7     9.4    14.1    18.8    21.8    21.5    23.0
DL-Prec.  : M      96.0    83.5    62.7    33.6    10.3    12.9     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
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     472.5   411.0   308.7   165.3    50.6    63.5     0.0
Haunch (Max)V       5.7    11.5    17.2    23.0    26.7    26.3    28.2
Diaphragm : M       3.5     2.6     1.7     0.8     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     173.8   151.2   113.5    60.8    18.6    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.8     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.5    10.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
LL + I    : M+   1056.9   929.3   712.8   388.0   119.7   150.3     0.0
            V      38.1    53.7    65.7    77.7    86.0    85.1    89.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    44.7    55.3    66.2    77.7    86.0    85.1    89.3
            M     940.9   865.7   680.5   388.0   122.5   153.5    -0.0
Total     : M+   2284.9  1997.1  1514.4   817.3   251.0   315.2     0.0
            V      53.1    83.6   110.5   137.3   155.3   153.4   162.4
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    59.7    85.2   111.0   137.3   155.3   153.4   162.4
            M    2168.8  1933.6  1482.1   817.3   253.8   318.4    -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    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    64.9    51.7   169.0   315.5   420.1   482.9   503.8
(Max)       V      28.8    26.9    27.3    23.5    17.6    11.7     5.9     0.0
Self wt.  : M       0.0    46.8    37.2   121.7   227.1   302.5   347.7   362.7
(Min)       V      20.7    19.3    19.6    16.9    12.7     8.4     4.2     0.0
DL-Prec.  : M       0.0    16.1    12.8    42.0    78.4   104.4   120.0   125.2
DC(Max)     V       7.2     6.7     6.8     5.8     4.4     2.9     1.5     0.0
DL-Prec.  : M       0.0    11.6     9.2    30.2    56.5    75.2    86.4    90.2
DC(Min)     V       5.2     4.8     4.9     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    79.4    63.2   206.7   385.8   513.8   590.6   616.2
Haunch (Max)V      35.2    32.9    33.4    28.7    21.5    14.4     7.2     0.0
Deck +    : M       0.0    57.2    45.5   148.8   277.8   369.9   425.2   443.7
Haunch (Min)V      25.4    23.7    24.0    20.7    15.5    10.3     5.2     0.0
Diaphragm : M       0.0     0.4     0.3     1.0     2.1     3.2     4.4     5.5
(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     0.7     1.5     2.3     3.1     3.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    29.2    23.2    76.0   141.9   189.0   217.2   226.6
DC(Max)     V      13.0    12.1    12.3    10.6     7.9     5.3     2.6     0.0
DL-Comp   : M       0.0    21.0    16.7    54.7   102.2   136.1   156.4   163.2
DC(Min)     V       9.3     8.7     8.8     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    19.3    15.4    50.3    94.0   125.1   143.8   150.1
DW(Max)     V       8.6     8.0     8.1     7.0     5.2     3.5     1.7     0.0
DL-Comp   : M       0.0     8.4     6.7    21.8    40.7    54.2    62.3    65.0
DW(Min)     V       3.7     3.5     3.5     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   328.7   261.8   848.8  1559.2  2032.8  2312.1  2373.7
            V     195.3   186.2   188.1   169.9   143.7   117.5    83.4    57.2
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   195.3   186.2   188.1   169.9   144.9   120.9    97.8    75.5
            M      -0.0   335.7   268.0   848.8  1488.6  1893.8  2058.1  1995.0
Total     : M+      0.0   538.1   428.5  1393.7  2576.9  3388.5  3870.9  4001.1
            V     288.2   272.8   276.0   245.6   200.5   155.4   102.4    57.3
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   288.2   272.8   276.0   245.6   201.7   158.8   116.8    75.6
            M      -0.0   545.1   434.7  1393.7  2506.2  3249.5  3617.0  3622.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   68.16   67.67   70.00
Self wt.  : M     482.9   420.1   315.5   169.0    51.7    64.9     0.0
(Max)       V       5.9    11.7    17.6    23.5    27.3    26.9    28.8
Self wt.  : M     347.7   302.5   227.1   121.7    37.2    46.8     0.0
(Min)       V       4.2     8.4    12.7    16.9    19.6    19.3    20.7
DL-Prec.  : M     120.0   104.4    78.4    42.0    12.8    16.1     0.0
DC(Max)     V       1.5     2.9     4.4     5.8     6.8     6.7     7.2
DL-Prec.  : M      86.4    75.2    56.5    30.2     9.2    11.6     0.0
DC(Min)     V       1.1     2.1     3.2     4.2     4.9     4.8     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     590.6   513.8   385.8   206.7    63.2    79.4     0.0
Haunch (Max)V       7.2    14.4    21.5    28.7    33.4    32.9    35.2
Deck +    : M     425.2   369.9   277.8   148.8    45.5    57.2     0.0
Haunch (Min)V       5.2    10.3    15.5    20.7    24.0    23.7    25.4
Diaphragm : M       4.4     3.2     2.1     1.0     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.1     2.3     1.5     0.7     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     217.2   189.0   141.9    76.0    23.2    29.2     0.0
DC(Max)     V       2.6     5.3     7.9    10.6    12.3    12.1    13.0
DL-Comp   : M     156.4   136.1   102.2    54.7    16.7    21.0     0.0
DC(Min)     V       1.9     3.8     5.7     7.6     8.8     8.7     9.3
DL-Comp   : M     143.8   125.1    94.0    50.3    15.4    19.3     0.0
DW(Max)     V       1.7     3.5     5.2     7.0     8.1     8.0     8.6
DL-Comp   : M      62.3    54.2    40.7    21.8     6.7     8.4     0.0
DW(Min)     V       0.8     1.5     2.3     3.0     3.5     3.5     3.7
LL + I    : M+   2312.1  2032.8  1559.2   848.8   261.8   328.7     0.0
            V      83.4   117.5   143.7   169.9   188.1   186.2   195.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    97.8   120.9   144.9   169.9   188.1   186.2   195.3
            M    2058.1  1893.8  1488.6   848.8   268.0   335.7    -0.0
Total     : M+   3870.9  3388.5  2576.9  1393.7   428.5   538.1     0.0
            V     102.4   155.4   200.5   245.6   276.0   272.8   288.2
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   116.8   158.8   201.7   245.6   276.0   272.8   288.2
            M    3617.0  3249.5  2506.2  1393.7   434.7   545.1    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               28.8             28.8
Deck+Haunch            35.2             35.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            7.2              7.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           64.8             64.8
DL-Comp.(DW)           42.9             42.9
Live                  148.4            148.4
        Truck         109.2            109.2
        Lane           39.2             39.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    51.9    41.3   135.2   252.4   336.1   386.3   403.0
(Max)       V      23.0    21.5    21.8    18.8    14.1     9.4     4.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    12.9    10.3    33.6    62.7    83.5    96.0   100.2
DC(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    63.5    50.6   165.3   308.7   411.0   472.5   493.0
Haunch (Max)V      28.2    26.3    26.7    23.0    17.2    11.5     5.7     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     0.8     1.7     2.6     3.5     4.4
(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    23.4    18.6    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.8     8.4     6.3     4.2     2.1     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    12.9    10.3    33.5    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   188.7   150.6   479.5   850.9  1101.2  1216.1  1165.7
            V     113.5   108.0   109.1    98.2    82.8    64.5    49.2    34.3
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   113.5   108.0   109.1    98.2    82.8    67.5    52.6    39.2
            M       0.0   188.7   150.6   479.5   850.9  1056.8  1107.6  1036.9
Total     : M+      0.0   353.7   281.9   908.8  1652.5  2169.0  2444.1  2447.6
            V     186.6   176.2   178.4   157.8   127.6    94.4    64.2    34.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   186.6   176.2   178.4   157.8   127.6    97.4    67.6    39.3
            M       0.0   353.7   281.9   908.8  1652.5  2124.6  2335.5  2318.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   68.16   67.67   70.00
Self wt.  : M     386.3   336.1   252.4   135.2    41.3    51.9     0.0
(Max)       V       4.7     9.4    14.1    18.8    21.8    21.5    23.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      96.0    83.5    62.7    33.6    10.3    12.9     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
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     472.5   411.0   308.7   165.3    50.6    63.5     0.0
Haunch (Max)V       5.7    11.5    17.2    23.0    26.7    26.3    28.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       3.5     2.6     1.7     0.8     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     173.8   151.2   113.5    60.8    18.6    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.8     9.7    10.4
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      95.9    83.4    62.6    33.5    10.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
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+   1216.1  1101.2   850.9   479.5   150.6   188.7     0.0
            V      49.2    64.5    82.8    98.2   109.1   108.0   113.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    52.6    67.5    82.8    98.2   109.1   108.0   113.5
            M    1107.6  1056.8   850.9   479.5   150.6   188.7     0.0
Total     : M+   2444.1  2169.0  1652.5   908.8   281.9   353.7     0.0
            V      64.2    94.4   127.6   157.8   178.4   176.2   186.6
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    67.6    97.4   127.6   157.8   178.4   176.2   186.6
            M    2335.5  2124.6  1652.5   908.8   281.9   353.7     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    7.13   14.27   21.40   28.53   35.67
 
Beam-Self
Precast-top    0.152   0.340   0.601   0.786   0.893   0.931 
Bottom        -0.133  -0.295  -0.519  -0.674  -0.763  -0.794 
 
Prestress
Precast-top   -0.193  -0.314  -0.521  -0.724  -0.924  -0.924 
Bottom         3.066   3.166   3.336   3.501   3.661   3.661 
 
Total
Precast-top   -0.041   0.025   0.080   0.061  -0.031   0.006 
Bottom         2.934   2.872   2.817   2.827   2.899   2.867 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.20 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
 
Prestress
Precast-top   -0.025  -0.168  -0.131  -0.273  -0.452  -0.629  -0.802  -0.802
Bottom         0.609   2.662   2.241   2.749   2.896   3.039   3.178   3.178
 
Self wt.
Precast-top   -0.000   0.117   0.093   0.305   0.567   0.751   0.859   0.896
Bottom        -0.000  -0.102  -0.082  -0.264  -0.489  -0.645  -0.733  -0.765
 
DL-Prec (DC)
Precast-top   -0.000   0.029   0.023   0.076   0.141   0.187   0.214   0.223
Bottom        -0.000  -0.025  -0.020  -0.066  -0.122  -0.160  -0.182  -0.190
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.004   0.006   0.008   0.010
Bottom        -0.000  -0.001  -0.000  -0.002  -0.003  -0.005  -0.007  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.143   0.114   0.373   0.693   0.919   1.051   1.096
Bottom        -0.000  -0.125  -0.100  -0.323  -0.598  -0.788  -0.897  -0.936
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.011   0.034   0.064   0.085   0.098   0.102
Precast-top   -0.000   0.007   0.005   0.018   0.033   0.044   0.051   0.053
Bottom        -0.000  -0.028  -0.022  -0.072  -0.133  -0.176  -0.201  -0.210
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.006   0.019   0.035   0.047   0.054   0.056
Precast-top   -0.000   0.004   0.003   0.010   0.018   0.024   0.028   0.029
Bottom        -0.000  -0.015  -0.012  -0.040  -0.073  -0.097  -0.111  -0.116
 
LL+I(+)
Topping-top   -0.000   0.107   0.085   0.275   0.504   0.654   0.741   0.761
Precast-top   -0.000   0.055   0.044   0.142   0.260   0.339   0.385   0.395
Bottom        -0.000  -0.222  -0.178  -0.572  -1.044  -1.354  -1.531  -1.572
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.127   0.102   0.328   0.603   0.786   0.893   0.919 
Precast-top   -0.025   0.188   0.152   0.651   1.264   1.641   1.791   1.899 
Bottom         0.609   2.144   1.826   1.411   0.434  -0.186  -0.484  -0.618 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.021   0.016   0.053   0.100   0.132   0.151   0.158 
Precast-top   -0.025   0.133   0.108   0.509   1.003   1.302   1.407   1.504 
Bottom         0.609   2.366   2.004   1.983   1.478   1.167   1.047   0.953 
 

 
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    7.13   14.27   21.40   28.53   35.67
 
Beam-Self
Precast-top    0.152   0.340   0.601   0.786   0.893   0.931 
Bottom        -0.133  -0.295  -0.519  -0.674  -0.763  -0.794 
 
Prestress
Precast-top   -0.193  -0.314  -0.521  -0.724  -0.924  -0.924 
Bottom         3.066   3.166   3.336   3.501   3.661   3.661 
 
Total
Precast-top   -0.041   0.025   0.080   0.061  -0.031   0.006 
Bottom         2.934   2.872   2.817   2.827   2.899   2.867 
 
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 = 13.20 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
 
Prestress
Precast-top   -0.025  -0.168  -0.131  -0.273  -0.452  -0.629  -0.802  -0.802
Bottom         0.609   2.662   2.241   2.749   2.896   3.039   3.178   3.178
 
Self wt.
Precast-top   -0.000   0.117   0.093   0.305   0.567   0.751   0.859   0.896
Bottom        -0.000  -0.102  -0.082  -0.264  -0.489  -0.645  -0.733  -0.765
 
DL-Prec (DC)
Precast-top   -0.000   0.029   0.023   0.076   0.141   0.187   0.214   0.223
Bottom        -0.000  -0.025  -0.020  -0.066  -0.122  -0.160  -0.182  -0.190
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.004   0.006   0.008   0.010
Bottom        -0.000  -0.001  -0.000  -0.002  -0.003  -0.005  -0.007  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.143   0.114   0.373   0.693   0.919   1.051   1.096
Bottom        -0.000  -0.125  -0.100  -0.323  -0.598  -0.788  -0.897  -0.936
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.011   0.034   0.064   0.085   0.098   0.102
Precast-top   -0.000   0.007   0.005   0.018   0.033   0.044   0.051   0.053
Bottom        -0.000  -0.028  -0.022  -0.072  -0.133  -0.176  -0.201  -0.210
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.006   0.019   0.035   0.047   0.054   0.056
Precast-top   -0.000   0.004   0.003   0.010   0.018   0.024   0.028   0.029
Bottom        -0.000  -0.015  -0.012  -0.040  -0.073  -0.097  -0.111  -0.116
 
LL+I(+)
Topping-top   -0.000   0.085   0.068   0.220   0.403   0.523   0.593   0.609
Precast-top   -0.000   0.044   0.035   0.114   0.208   0.271   0.308   0.316
Bottom        -0.000  -0.178  -0.143  -0.457  -0.835  -1.083  -1.225  -1.257
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.106   0.085   0.273   0.502   0.655   0.744   0.767 
Precast-top   -0.025   0.177   0.143   0.623   1.212   1.573   1.715   1.820 
Bottom         0.609   2.188   1.861   1.525   0.642   0.084  -0.178  -0.304 
 

 
 
Span : 1, Beam : 1, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
F_LL+I(+)
Topping-top   -0.000   0.107   0.086   0.272   0.481   0.620   0.682   0.654
Precast-top   -0.000   0.055   0.044   0.140   0.249   0.321   0.354   0.339
Bottom        -0.000  -0.223  -0.180  -0.565  -0.997  -1.283  -1.409  -1.351
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.117   0.094   0.299   0.531   0.686   0.758   0.733 
Precast-top   -0.013   0.122   0.098   0.395   0.750   0.972   1.057   1.091 
Bottom         0.305   0.960   0.823   0.426  -0.258  -0.700  -0.886  -0.874 
 

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
    288.2    6.5   40.7    0.629   2.7   6.00e-3 50.0    300.5     1.776    2.816      0.00
      0.0    0.6   40.3     42.0 0.220      17.0 0.87    12.00     0.096    1.135 
Transfer:   3.00
    272.8    6.5   40.7    2.829  12.0  -0.00e-3 29.0    199.9     0.564    1.760      0.00
    545.1    2.7   39.3    189.0 0.207      91.2 4.81    12.00     0.096    1.198 
Critical:   3.94
    266.5    6.5   40.7    2.993  12.0  -0.02e-3 28.9    192.1     0.542    1.320      0.00
    735.4    2.9   39.2    189.0 0.203      91.9 4.86    12.00     0.096    1.225 
0.1L    :   7.13
    245.6    6.5   40.7    3.537  12.0  -0.00e-3 29.0    170.6     0.485    0.827      0.00
   1393.7    3.4   39.0    189.0 0.187      90.3 4.81    12.00     0.096    1.320 
0.2L    :  14.27
    201.7    6.5   38.4    5.208  12.0   0.22e-3 29.8    139.8     0.439    0.620      0.00
   2506.2    4.1   36.4    189.0 0.163      72.3 4.13    12.00     0.096    1.256 
0.3L    :  21.40
    158.8    6.5   39.6    5.208  12.0   1.36e-3 33.7    121.4     0.432    0.620      0.00
   3249.5    4.1   37.5    189.0 0.123      43.0 2.38    24.00     0.096    1.299 
0.4L    :  28.53
    116.8    6.5   40.7    5.208   0.0   1.71e-3 35.0     90.6     0.328    0.496      0.00
   3617.0    4.1   38.7    189.0 0.094      39.2 2.10    24.00     0.096    1.358 
0.5L    :  35.67
     75.6    6.5   40.7    5.208   0.0   1.45e-3 34.1     41.1     0.143    0.413      0.00
   3622.4    4.1   38.7    189.0 0.061      42.9 2.30    24.00     0.096    1.920 
0.6L    :  42.80
    116.8    6.5   40.7    5.208   0.0   1.71e-3 35.0     90.6     0.328    0.496      0.00
   3617.0    4.1   38.7    189.0 0.094      39.2 2.10    24.00     0.096    1.358 
0.7L    :  49.93
    158.8    6.5   39.6    5.208  12.0   1.36e-3 33.7    121.4     0.432    0.620      0.00
   3249.5    4.1   37.5    189.0 0.123      43.0 2.38    24.00     0.096    1.299 
0.8L    :  57.07
    201.7    6.5   38.4    5.208  12.0   0.22e-3 29.8    139.8     0.439    0.620      0.00
   2506.2    4.1   36.4    189.0 0.163      72.3 4.13    12.00     0.096    1.256 
0.9L    :  64.20
    245.6    6.5   40.7    3.537  12.0  -0.00e-3 29.0    170.6     0.485    0.827      0.00
   1393.7    3.4   39.0    189.0 0.187      90.3 4.81    12.00     0.096    1.320 
Critical:  67.40
    266.5    6.5   40.7    2.993  12.0  -0.02e-3 28.9    192.1     0.542    1.320      0.00
    735.4    2.9   39.2    189.0 0.203      91.9 4.86    12.00     0.096    1.225 
Transfer:  68.33
    272.8    6.5   40.7    2.829  12.0  -0.00e-3 29.0    199.9     0.564    1.760      0.00
    545.1    2.7   39.3    189.0 0.207      91.2 4.81    12.00     0.096    1.198 
Bearing :  70.67
    288.2    6.5   40.7    0.629   2.7   6.00e-3 50.0    300.5     1.776    2.816      0.00
      0.0    0.6   40.3     42.0 0.220      17.0 0.87    12.00     0.096    1.135 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    2.04
 
 
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
    288.2      7.94     40.65    0.61       40.34    24.00      0.300      1.896      0.000      2.816 
Transfer:      2.33
    272.8      7.71     40.65    2.70       39.30    24.00      0.300      1.821      0.000      1.760 
Critical:      3.27
    266.7      7.55     40.65    2.85       39.22    24.00      0.300      1.768      0.000      1.320 
0.1L    :      6.47
    245.6      7.00     40.65    3.35       38.97    24.00      0.300      1.584      0.000      0.827 
0.2L    :     13.60
    201.7      6.16     38.42    4.09       36.37    24.00      0.300      1.304      0.000      0.620 
0.3L    :     20.73
    158.8      4.70     39.58    4.10       37.53    24.00      0.300      0.817      0.000      0.620 
0.4L    :     27.87
    116.8      3.35     40.75    4.10       38.70    24.00      0.300      0.368      0.000      0.496 
0.5L    :     35.00
     75.6      2.17     40.75    4.10       38.70    24.00      0.300      0.000      0.000      0.413 
0.6L    :     42.13
    116.8      3.35     40.75    4.10       38.70    24.00      0.300      0.368      0.000      0.496 
0.7L    :     49.27
    158.8      4.70     39.58    4.10       37.53    24.00      0.300      0.817      0.000      0.620 
0.8L    :     56.40
    201.7      6.16     38.42    4.09       36.37    24.00      0.300      1.304      0.000      0.620 
0.9L    :     63.53
    245.6      7.00     40.65    3.35       38.97    24.00      0.300      1.584      0.000      0.827 
Critical:     66.73
    266.7      7.55     40.65    2.85       39.22    24.00      0.300      1.768      0.000      1.320 
Transfer:     67.67
    272.8      7.71     40.65    2.70       39.30    24.00      0.300      1.821      0.000      1.760 
Bearing :     70.00
    288.2      7.94     40.65    0.61       40.34    24.00      0.300      1.896      0.000      2.816 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.47 ft
Prestress      :       0.823  1.80      1.482  2.20      1.811
Self Wt.       :      -0.255  1.85     -0.472  2.40     -0.613
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          :       0.568            1.010            1.199
 
At 0.2 x L = 13.60 ft
Prestress      :       1.482  1.80      2.668  2.20      3.261
Self Wt.       :      -0.480  1.85     -0.888  2.40     -1.152
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          :       1.002            1.780            2.109
 
At 0.3 x L = 20.73 ft
Prestress      :       1.958  1.80      3.525  2.20      4.308
Self Wt.       :      -0.653  1.85     -1.207  2.40     -1.566
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          :       1.306            2.317            2.742
 
At 0.4 x L = 27.87 ft
Prestress      :       2.237  1.80      4.027  2.20      4.922
Self Wt.       :      -0.758  1.85     -1.403  2.40     -1.820
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          :       1.479            2.624            3.102
 
At 0.5 x L = 35.00 ft
Prestress      :       2.339  1.80      4.210  2.20      5.145
Self Wt.       :      -0.796  1.85     -1.473  2.40     -1.911
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          :       1.542            2.737            3.234
 
At 0.6 x L = 42.13 ft
Prestress      :       2.237  1.80      4.027  2.20      4.922
Self Wt.       :      -0.758  1.85     -1.403  2.40     -1.820
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          :       1.479            2.624            3.102
 
At 0.7 x L = 49.27 ft
Prestress      :       1.958  1.80      3.525  2.20      4.308
Self Wt.       :      -0.653  1.85     -1.207  2.40     -1.566
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          :       1.306            2.317            2.742
 
At 0.8 x L = 56.40 ft
Prestress      :       1.482  1.80      2.668  2.20      3.261
Self Wt.       :      -0.480  1.85     -0.888  2.40     -1.152
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          :       1.002            1.780            2.109
 
At 0.9 x L = 63.53 ft
Prestress      :       0.823  1.80      1.482  2.20      1.811
Self Wt.       :      -0.255  1.85     -0.472  2.40     -0.613
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          :       0.568            1.010            1.199
 

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
   538.1    36.6  3.395  263.4    3.2   2.70   2625.1  0.037T 1.00       -       -     -     -  
H/2     :   1.84
   428.5    36.5  2.841  264.5    2.7   2.27   2213.8  0.045T 1.00       -       -     -     -  
0.1L    :   6.47
  1393.7    37.3  4.245  262.0    3.9   3.35   3296.6  0.029T 1.00       -       -     -     -  
0.2L    :  13.60
  2576.9    38.4  5.208  260.5    4.8   4.09   4112.3  0.023T 1.00   3077.9  3077.9    1.34    -  
0.3L    :  20.73
  3388.5    39.6  5.208  260.8    4.8   4.10   4248.4  0.023T 1.00   3103.0  3103.0    1.37    -  
0.4L    :  27.87
  3870.9    40.7  5.208  261.0    4.8   4.10   4384.5  0.023T 1.00   3183.0  3183.0    1.38    -  
0.5L    :  35.00
  4001.1    40.7  5.208  261.0    4.8   4.10   4384.5  0.023T 1.00   3156.0  3156.0    1.39    -  
0.6L    :  42.13
  3870.9    40.7  5.208  261.0    4.8   4.10   4384.5  0.023T 1.00   3183.0  3183.0    1.38    -  
0.7L    :  49.27
  3388.5    39.6  5.208  260.8    4.8   4.10   4248.4  0.023T 1.00   3103.0  3103.0    1.37    -  
0.8L    :  56.40
  2576.9    38.4  5.208  260.5    4.8   4.09   4112.3  0.023T 1.00   3077.9  3077.9    1.34    -  
0.9L    :  63.53
  1393.7    37.3  4.245  262.0    3.9   3.35   3296.6  0.029T 1.00       -       -     -     -  
H/2     :  68.16
   428.5    36.5  2.841  264.5    2.7   2.27   2213.8  0.045T 1.00       -       -     -     -  
Transfer:  67.67
   538.1    36.6  3.395  263.4    3.2   2.70   2625.1  0.037T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.045
        M   2.00 Fb     0.202
 
  2   2 E  32.00 Ft     0.372
        M   4.00 Fb     0.160
 
  3   2 E  30.00 Ft     0.666
        M   2.00 Fb     0.145
 
  4   2 E   6.00 Ft     0.623
        M   6.00 Fb     0.424
 
  5   2 E   6.00 Ft     0.580
        M   6.00 Fb     0.703
 
  6   2 E   6.00 Ft     0.537
        M   6.00 Fb     0.982
 
  7   2 E   4.00 Ft     0.462
        M   4.00 Fb     1.289
 
  8   2 E   4.00 Ft     0.387
        M   4.00 Fb     1.595
 
  9   2 E   2.00 Ft     0.280
        M   2.00 Fb     1.930
 
 10   2 E   2.00 Ft     0.173
        M   2.00 Fb     2.264
 
 11   2 E   2.00 Ft     0.066
        M   2.00 Fb     2.599
 
 12   2 E   2.00 Ft    -0.041
        M   2.00 Fb     2.934
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 71.33            Release Length, ft: 71.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   4           No. of strands, Straight:  20
Concrete Strength, f'ci:   5.0  ksi        f'c:   5.5 ksi  f'ct   4.0 ksi
Initial losses:  7.50 %               Final losses: 13.69 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.934     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.041       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4384.46     4001.05     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   0.919     Midspan    1.800   0.158     Midspan
    Pre.Top:   3.300   1.899     Midspan    2.475   1.504     Midspan
    Pre.Bot:   3.300   2.144    Transfer    2.475   2.366    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.446  -0.025     Bearing
    Pre.Bot:  -0.446  -0.304     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.200   1.091     Midspan
    Pre.Bot:                                                             2.200   0.960    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.339  1.80      4.210  2.20      5.145
Self Wt.       :      -0.796  1.85     -1.473  2.40     -1.911
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          :       1.542            2.737            3.234
 
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   70.00
     DC  Line       0.087      0.00       0.087   70.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    35.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 71.333 ft
Release length = 71.333 ft
Design  length = 70.000 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)  : 0.746   (Calculated)    
Live Moment (1  lane  loaded)  : 0.531   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.210   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.968   (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           1421.4 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           292285 in4#
Ht. of c.g.           =        17.14 in             30.00 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 = 0.9002

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     1.84     6.47    13.60    20.73    27.87    35.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    637.7    658.8    654.4    658.8    658.8    658.8    658.8    658.8
  Yb      ,  in    17.05    16.75    16.81    16.72    16.67    16.63    16.58    16.58
  MI(Ixx) , in4   100472   102309   101909   102653   103304   104025   104817   104817
Composite: (At Final, using Ec =  4739.0 ksi )
  Area    , in2   1427.2   1447.6   1443.3   1447.6   1447.6   1447.6   1447.6   1447.6
  Yb      ,  in    29.92    29.60    29.67    29.59    29.57    29.55    29.53    29.53
  MI(Ixx) , in4   295069   305070   302938   305855   307267   308748   310299   310299

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.50 ksi           4.00 ksi
  Elasticity         =    4738.96 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.30 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.47 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           =       2.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.45 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 28.53 ft from member end )
END PATTERN (Ycg = 8.17 in):
    10 @  2.000 in     4 @  4.000 in     6 @  6.000 in     2 @ 30.000 in
     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     4 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.901 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.876 ft
Holddown Force        =  13.867 kips     Beam Shrtng (PL/AE)   =      0.291 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)       
--------------------------------------------------------------------------------------
      1712.761         740 1267.443     11.590 46938.898   609.517     443.095        
 
 
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       3.75       0.1250      0.7500    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167      9.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.6670     24.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.6670     29.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      29.6670     41.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      41.6663     46.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      46.6663     61.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      61.6663     66.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      66.9167     67.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      67.5833     70.5833    Yes
      2      US#6[M19]       60.00        0.88       3.75      70.5833     71.2083    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 70.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.50 in
         P_init    =     1020.9 kips  Ecc = 13.64 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.71 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.370 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.79 ksi    0.00 ksi
    due to Composite Loads                                 -1.70 ksi    0.00 ksi
    due to Live Loads                                      -6.12 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.47 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.71 ksi  ( 7.50 %)            12.25 ksi ( 6.25 %)
Total Prestress Losses                                    26.96 ksi (13.75 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.1 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    51.9    41.3   135.2   252.4   336.1   386.3   403.0
(Max)       V      23.0    21.5    21.8    18.8    14.1     9.4     4.7     0.0
DL-Prec.  : M       0.0     9.6     7.7    25.1    46.8    62.4    71.7    74.8
DC(Max)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.1    57.4   187.7   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.9    30.3    26.1    19.6    13.0     6.5     0.0
Diaphragm : M       0.0     0.6     0.5     1.6     3.4     5.2     7.0     8.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    23.4    18.6    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.8     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    10.3    33.5    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   175.1   139.5   452.2   830.7  1083.0  1231.8  1264.6
            V     127.5   121.5   122.7   110.9    93.8    76.7    54.4    37.3
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   127.5   121.5   122.7   110.9    94.6    78.9    63.8    49.2
            M      -0.0   178.9   142.8   452.2   793.0  1008.9  1096.5  1062.8
Total     : M+      0.0   345.7   275.2   896.1  1659.9  2187.9  2502.8  2592.2
            V     203.1   192.1   194.4   172.6   140.1   107.6    70.0    37.6
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   203.1   192.1   194.4   172.6   140.9   109.9    79.4    49.5
            M      -0.0   349.4   278.6   896.1  1622.3  2113.9  2367.5  2390.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   68.16   67.67   70.00
Self wt.  : M     386.3   336.1   252.4   135.2    41.3    51.9     0.0
(Max)       V       4.7     9.4    14.1    18.8    21.8    21.5    23.0
DL-Prec.  : M      71.7    62.4    46.8    25.1     7.7     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     536.5   466.7   350.5   187.7    57.4    72.1     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    30.3    29.9    32.0
Diaphragm : M       7.0     5.2     3.4     1.6     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     173.8   151.2   113.5    60.8    18.6    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.8     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.5    10.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
LL + I    : M+   1231.8  1083.0   830.7   452.2   139.5   175.1     0.0
            V      54.4    76.7    93.8   110.9   122.7   121.5   127.5
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.8    78.9    94.6   110.9   122.7   121.5   127.5
            M    1096.5  1008.9   793.0   452.2   142.8   178.9    -0.0
Total     : M+   2502.8  2187.9  1659.9   896.1   275.2   345.7     0.0
            V      70.0   107.6   140.1   172.6   194.4   192.1   203.1
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    79.4   109.9   140.9   172.6   194.4   192.1   203.1
            M    2367.5  2113.9  1622.3   896.1   278.6   349.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               23.0             23.0
Deck+Haunch            32.0             32.0
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.3              4.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           51.8             51.8
DL-Comp.(DW)           28.6             28.6
Live                   84.8             84.8
        Truck          62.4             62.4
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    51.9    41.3   135.2   252.4   336.1   386.3   403.0
(Max)       V      23.0    21.5    21.8    18.8    14.1     9.4     4.7     0.0
DL-Prec.  : M       0.0     9.6     7.7    25.1    46.8    62.4    71.7    74.8
DC(Max)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.1    57.4   187.7   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.9    30.3    26.1    19.6    13.0     6.5     0.0
Diaphragm : M       0.0     0.6     0.5     1.6     3.4     5.2     7.0     8.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    23.4    18.6    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.8     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    10.3    33.5    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   140.1   111.6   361.7   664.5   866.4   985.4  1011.7
            V     102.0    97.2    98.2    88.7    75.0    61.3    43.5    29.9
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   102.0    97.2    98.2    88.7    75.6    63.1    51.0    39.4
            M      -0.0   143.1   114.2   361.7   634.4   807.1   877.2   850.3
Total     : M+      0.0   310.7   247.3   805.7  1493.8  1971.3  2256.5  2339.3
            V     177.6   167.8   169.8   150.4   121.4    92.3    59.2    30.1
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   177.6   167.8   169.8   150.4   122.0    94.1    66.7    39.6
            M      -0.0   313.7   250.0   805.7  1463.6  1912.1  2148.2  2177.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   68.16   67.67   70.00
Self wt.  : M     386.3   336.1   252.4   135.2    41.3    51.9     0.0
(Max)       V       4.7     9.4    14.1    18.8    21.8    21.5    23.0
DL-Prec.  : M      71.7    62.4    46.8    25.1     7.7     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     536.5   466.7   350.5   187.7    57.4    72.1     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    30.3    29.9    32.0
Diaphragm : M       7.0     5.2     3.4     1.6     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     173.8   151.2   113.5    60.8    18.6    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.8     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.5    10.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
LL + I    : M+    985.4   866.4   664.5   361.7   111.6   140.1     0.0
            V      43.5    61.3    75.0    88.7    98.2    97.2   102.0
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    51.0    63.1    75.6    88.7    98.2    97.2   102.0
            M     877.2   807.1   634.4   361.7   114.2   143.1    -0.0
Total     : M+   2256.5  1971.3  1493.8   805.7   247.3   310.7     0.0
            V      59.2    92.3   121.4   150.4   169.8   167.8   177.6
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    66.7    94.1   122.0   150.4   169.8   167.8   177.6
            M    2148.2  1912.1  1463.6   805.7   250.0   313.7    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    64.9    51.7   169.0   315.5   420.1   482.9   503.8
(Max)       V      28.8    26.9    27.3    23.5    17.6    11.7     5.9     0.0
Self wt.  : M       0.0    46.8    37.2   121.7   227.1   302.5   347.7   362.7
(Min)       V      20.7    19.3    19.6    16.9    12.7     8.4     4.2     0.0
DL-Prec.  : M       0.0    12.1     9.6    31.4    58.5    78.0    89.6    93.5
DC(Max)     V       5.3     5.0     5.1     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     8.7     6.9    22.6    42.2    56.1    64.5    67.3
DC(Min)     V       3.8     3.6     3.6     3.1     2.4     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    90.2    71.8   234.6   438.1   583.4   670.6   699.6
Haunch (Max)V      40.0    37.3    37.9    32.6    24.4    16.3     8.1     0.0
Deck +    : M       0.0    64.9    51.7   168.9   315.4   420.0   482.8   503.7
Haunch (Min)V      28.8    26.9    27.3    23.5    17.6    11.7     5.9     0.0
Diaphragm : M       0.0     0.7     0.6     2.0     4.3     6.5     8.7    10.9
(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     1.5     3.1     4.7     6.3     7.9
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    29.2    23.2    76.0   141.9   189.0   217.2   226.6
DC(Max)     V      13.0    12.1    12.3    10.6     7.9     5.3     2.6     0.0
DL-Comp   : M       0.0    21.0    16.7    54.7   102.2   136.1   156.4   163.2
DC(Min)     V       9.3     8.7     8.8     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    19.3    15.4    50.3    94.0   125.1   143.8   150.1
DW(Max)     V       8.6     8.0     8.1     7.0     5.2     3.5     1.7     0.0
DL-Comp   : M       0.0     8.4     6.7    21.8    40.7    54.2    62.3    65.0
DW(Min)     V       3.7     3.5     3.5     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   306.5   244.1   791.3  1453.7  1895.2  2155.6  2213.0
            V     223.1   212.6   214.8   194.1   164.1   134.2    95.2    65.3
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   223.1   212.6   214.8   194.1   165.5   138.1   111.7    86.2
            M      -0.0   313.0   249.9   791.3  1387.8  1765.6  1918.8  1860.0
Total     : M+      0.0   522.9   416.4  1354.6  2505.9  3297.2  3768.4  3897.6
            V     319.0   302.2   305.7   272.3   222.9   173.5   115.1    65.6
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   319.0   302.2   305.7   272.3   224.3   177.4   131.5    86.5
            M      -0.0   529.4   422.2  1354.6  2440.0  3167.6  3531.6  3544.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   68.16   67.67   70.00
Self wt.  : M     482.9   420.1   315.5   169.0    51.7    64.9     0.0
(Max)       V       5.9    11.7    17.6    23.5    27.3    26.9    28.8
Self wt.  : M     347.7   302.5   227.1   121.7    37.2    46.8     0.0
(Min)       V       4.2     8.4    12.7    16.9    19.6    19.3    20.7
DL-Prec.  : M      89.6    78.0    58.5    31.4     9.6    12.1     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.1     5.0     5.3
DL-Prec.  : M      64.5    56.1    42.2    22.6     6.9     8.7     0.0
DC(Min)     V       0.8     1.6     2.4     3.1     3.6     3.6     3.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     670.6   583.4   438.1   234.6    71.8    90.2     0.0
Haunch (Max)V       8.1    16.3    24.4    32.6    37.9    37.3    40.0
Deck +    : M     482.8   420.0   315.4   168.9    51.7    64.9     0.0
Haunch (Min)V       5.9    11.7    17.6    23.5    27.3    26.9    28.8
Diaphragm : M       8.7     6.5     4.3     2.0     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       6.3     4.7     3.1     1.5     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     217.2   189.0   141.9    76.0    23.2    29.2     0.0
DC(Max)     V       2.6     5.3     7.9    10.6    12.3    12.1    13.0
DL-Comp   : M     156.4   136.1   102.2    54.7    16.7    21.0     0.0
DC(Min)     V       1.9     3.8     5.7     7.6     8.8     8.7     9.3
DL-Comp   : M     143.8   125.1    94.0    50.3    15.4    19.3     0.0
DW(Max)     V       1.7     3.5     5.2     7.0     8.1     8.0     8.6
DL-Comp   : M      62.3    54.2    40.7    21.8     6.7     8.4     0.0
DW(Min)     V       0.8     1.5     2.3     3.0     3.5     3.5     3.7
LL + I    : M+   2155.6  1895.2  1453.7   791.3   244.1   306.5     0.0
            V      95.2   134.2   164.1   194.1   214.8   212.6   223.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   111.7   138.1   165.5   194.1   214.8   212.6   223.1
            M    1918.8  1765.6  1387.8   791.3   249.9   313.0    -0.0
Total     : M+   3768.4  3297.2  2505.9  1354.6   416.4   522.9     0.0
            V     115.1   173.5   222.9   272.3   305.7   302.2   319.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   131.5   177.4   224.3   272.3   305.7   302.2   319.0
            M    3531.6  3167.6  2440.0  1354.6   422.2   529.4    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               28.8             28.8
Deck+Haunch            40.0             40.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           64.8             64.8
DL-Comp.(DW)           42.9             42.9
Live                  148.4            148.4
        Truck         109.2            109.2
        Lane           39.2             39.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    51.9    41.3   135.2   252.4   336.1   386.3   403.0
(Max)       V      23.0    21.5    21.8    18.8    14.1     9.4     4.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     9.6     7.7    25.1    46.8    62.4    71.7    74.8
DC(Max)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.1    57.4   187.7   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.9    30.3    26.1    19.6    13.0     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     0.6     0.5     1.6     3.4     5.2     7.0     8.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    23.4    18.6    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.8     8.4     6.3     4.2     2.1     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    12.9    10.3    33.5    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   125.2    99.9   318.1   564.5   730.5   806.8   773.3
            V     103.7    98.7    99.7    89.7    75.7    59.0    45.0    31.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   103.7    98.7    99.7    89.7    75.7    61.6    48.1    35.8
            M       0.0   125.2    99.9   318.1   564.5   701.1   734.8   687.9
Total     : M+      0.0   295.8   235.6   762.1  1393.7  1835.4  2077.8  2100.9
            V     179.3   169.2   171.4   151.4   122.0    89.9    60.6    31.6
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   179.3   169.2   171.4   151.4   122.0    92.6    63.7    36.1
            M       0.0   295.8   235.6   762.1  1393.7  1806.0  2005.8  2015.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   68.16   67.67   70.00
Self wt.  : M     386.3   336.1   252.4   135.2    41.3    51.9     0.0
(Max)       V       4.7     9.4    14.1    18.8    21.8    21.5    23.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      71.7    62.4    46.8    25.1     7.7     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     536.5   466.7   350.5   187.7    57.4    72.1     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    30.3    29.9    32.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       7.0     5.2     3.4     1.6     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     173.8   151.2   113.5    60.8    18.6    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.8     9.7    10.4
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      95.9    83.4    62.6    33.5    10.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
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+    806.8   730.5   564.5   318.1    99.9   125.2     0.0
            V      45.0    59.0    75.7    89.7    99.7    98.7   103.7
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    48.1    61.6    75.7    89.7    99.7    98.7   103.7
            M     734.8   701.1   564.5   318.1    99.9   125.2     0.0
Total     : M+   2077.8  1835.4  1393.7   762.1   235.6   295.8     0.0
            V      60.6    89.9   122.0   151.4   171.4   169.2   179.3
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    63.7    92.6   122.0   151.4   171.4   169.2   179.3
            M    2005.8  1806.0  1393.7   762.1   235.6   295.8     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    7.13   14.27   21.40   28.53   35.67
 
Beam-Self
Precast-top    0.152   0.340   0.601   0.786   0.893   0.931 
Bottom        -0.133  -0.295  -0.519  -0.674  -0.763  -0.794 
 
Prestress
Precast-top   -0.193  -0.314  -0.521  -0.724  -0.924  -0.924 
Bottom         3.066   3.166   3.336   3.501   3.661   3.661 
 
Total
Precast-top   -0.041   0.025   0.080   0.061  -0.031   0.006 
Bottom         2.934   2.872   2.817   2.827   2.899   2.867 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.20 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.015   0.049   0.091   0.121   0.138   0.144 
Precast-top   -0.025   0.144   0.117   0.539   1.058   1.375   1.492   1.594 
Bottom         0.609   2.356   1.996   1.956   1.427   1.100   0.970   0.871 
 

 
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    7.13   14.27   21.40   28.53   35.67
 
Beam-Self
Precast-top    0.152   0.340   0.601   0.786   0.893   0.931 
Bottom        -0.133  -0.295  -0.519  -0.674  -0.763  -0.794 
 
Prestress
Precast-top   -0.193  -0.314  -0.521  -0.724  -0.924  -0.924 
Bottom         3.066   3.166   3.336   3.501   3.661   3.661 
 
Total
Precast-top   -0.041   0.025   0.080   0.061  -0.031   0.006 
Bottom         2.934   2.872   2.817   2.827   2.899   2.867 
 
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 = 13.20 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.074   0.059   0.189   0.337   0.436   0.483   0.468 
Precast-top   -0.013   0.104   0.084   0.349   0.671   0.871   0.948   0.991 
Bottom         0.305   1.032   0.881   0.609   0.062  -0.289  -0.436  -0.447 
 

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
    319.0    6.5   40.7    0.626   2.7   6.00e-3 50.0    334.8     1.976    2.816      0.00
      0.0    0.5   40.4     42.0 0.244      17.0 0.87    12.00     0.096    1.026 
Transfer:   3.00
    302.2    6.5   40.7    2.817  12.0   0.60e-3 31.1    260.6     0.796    1.760      0.00
    529.4    2.4   39.5    189.0 0.229      63.1 3.32    12.00     0.096    1.086 
Critical:   3.95
    295.2    6.5   40.7    2.984  12.0   0.03e-3 29.1    226.7     0.640    1.320      0.00
    716.8    2.5   39.4    189.0 0.224      89.3 4.70    12.00     0.096    1.110 
0.1L    :   7.13
    272.3    6.5   40.7    3.524  12.0   0.09e-3 29.3    205.7     0.590    0.827      0.00
   1354.6    2.9   39.2    189.0 0.207      84.8 4.49    12.00     0.096    1.197 
0.2L    :  14.27
    224.3    6.5   38.4    5.208  12.0   0.19e-3 29.7    162.9     0.506    0.620      0.00
   2440.0    3.6   36.6    189.0 0.181      74.3 4.21    12.00     0.096    1.147 
0.3L    :  21.40
    177.4    6.5   39.6    5.208  12.0   1.26e-3 33.4    140.2     0.490    0.620      0.00
   3167.6    3.6   37.8    189.0 0.137      44.9 2.47    12.00     0.096    1.189 
0.4L    :  28.53
    131.5    6.5   40.7    5.208   0.0   1.59e-3 34.6    104.9     0.371    0.496      0.00
   3531.6    3.6   38.9    189.0 0.105      41.1 2.19    24.00     0.096    1.242 
0.5L    :  35.67
     86.5    6.5   40.7    5.208   0.0   1.31e-3 33.6     50.7     0.173    0.413      0.00
   3544.5    3.6   38.9    189.0 0.069      45.4 2.42    24.00     0.096    1.734 
0.6L    :  42.80
    131.5    6.5   40.7    5.208   0.0   1.59e-3 34.6    104.9     0.371    0.496      0.00
   3531.6    3.6   38.9    189.0 0.105      41.1 2.19    24.00     0.096    1.242 
0.7L    :  49.93
    177.4    6.5   39.6    5.208  12.0   1.26e-3 33.4    140.2     0.490    0.620      0.00
   3167.6    3.6   37.8    189.0 0.137      44.9 2.47    12.00     0.096    1.189 
0.8L    :  57.07
    224.3    6.5   38.4    5.208  12.0   0.19e-3 29.7    162.9     0.506    0.620      0.00
   2440.0    3.6   36.6    189.0 0.181      74.3 4.21    12.00     0.096    1.147 
0.9L    :  64.20
    272.3    6.5   40.7    3.524  12.0   0.09e-3 29.3    205.7     0.590    0.827      0.00
   1354.6    2.9   39.2    189.0 0.207      84.8 4.49    12.00     0.096    1.197 
Critical:  67.38
    295.2    6.5   40.7    2.984  12.0   0.03e-3 29.1    226.7     0.640    1.320      0.00
    716.8    2.5   39.4    189.0 0.224      89.3 4.70    12.00     0.096    1.110 
Transfer:  68.33
    302.2    6.5   40.7    2.817  12.0   0.60e-3 31.1    260.6     0.796    1.760      0.00
    529.4    2.4   39.5    189.0 0.229      63.1 3.32    12.00     0.096    1.086 
Bearing :  70.67
    319.0    6.5   40.7    0.626   2.7   6.00e-3 50.0    334.8     1.976    2.816      0.00
      0.0    0.5   40.4     42.0 0.244      17.0 0.87    12.00     0.096    1.026 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    2.04
 
 
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
    319.0      8.78     40.65    0.53       40.38    24.00      0.300      2.176      0.076      2.816 
Transfer:      2.33
    302.2      8.51     40.65    2.37       39.47    24.00      0.300      2.086      0.022      1.760 
Critical:      3.28
    295.3      8.33     40.65    2.50       39.40    24.00      0.300      2.026      0.000      1.320 
0.1L    :      6.47
    272.3      7.72     40.65    2.95       39.18    24.00      0.300      1.825      0.000      0.827 
0.2L    :     13.60
    224.3      6.81     38.42    3.61       36.61    24.00      0.300      1.519      0.000      0.620 
0.3L    :     20.73
    177.4      5.22     39.58    3.61       37.78    24.00      0.300      0.989      0.000      0.620 
0.4L    :     27.87
    131.5      3.75     40.75    3.62       38.94    24.00      0.300      0.500      0.000      0.496 
0.5L    :     35.00
     86.5      2.47     40.75    3.62       38.94    24.00      0.300      0.073      0.000      0.413 
0.6L    :     42.13
    131.5      3.75     40.75    3.62       38.94    24.00      0.300      0.500      0.000      0.496 
0.7L    :     49.27
    177.4      5.22     39.58    3.61       37.78    24.00      0.300      0.989      0.000      0.620 
0.8L    :     56.40
    224.3      6.81     38.42    3.61       36.61    24.00      0.300      1.519      0.000      0.620 
0.9L    :     63.53
    272.3      7.72     40.65    2.95       39.18    24.00      0.300      1.825      0.000      0.827 
Critical:     66.72
    295.3      8.33     40.65    2.50       39.40    24.00      0.300      2.026      0.000      1.320 
Transfer:     67.67
    302.2      8.51     40.65    2.37       39.47    24.00      0.300      2.086      0.022      1.760 
Bearing :     70.00
    319.0      8.78     40.65    0.53       40.38    24.00      0.300      2.176      0.076      2.816 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.47 ft
Prestress      :       0.823  1.80      1.482  2.20      1.811
Self Wt.       :      -0.255  1.85     -0.472  2.40     -0.613
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          :       0.568            1.010            1.199
 
At 0.2 x L = 13.60 ft
Prestress      :       1.482  1.80      2.668  2.20      3.261
Self Wt.       :      -0.480  1.85     -0.888  2.40     -1.152
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          :       1.002            1.780            2.109
 
At 0.3 x L = 20.73 ft
Prestress      :       1.958  1.80      3.525  2.20      4.308
Self Wt.       :      -0.653  1.85     -1.207  2.40     -1.566
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          :       1.306            2.317            2.742
 
At 0.4 x L = 27.87 ft
Prestress      :       2.237  1.80      4.027  2.20      4.922
Self Wt.       :      -0.758  1.85     -1.403  2.40     -1.820
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          :       1.479            2.624            3.102
 
At 0.5 x L = 35.00 ft
Prestress      :       2.339  1.80      4.210  2.20      5.145
Self Wt.       :      -0.796  1.85     -1.473  2.40     -1.911
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          :       1.542            2.737            3.234
 
At 0.6 x L = 42.13 ft
Prestress      :       2.237  1.80      4.027  2.20      4.922
Self Wt.       :      -0.758  1.85     -1.403  2.40     -1.820
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          :       1.479            2.624            3.102
 
At 0.7 x L = 49.27 ft
Prestress      :       1.958  1.80      3.525  2.20      4.308
Self Wt.       :      -0.653  1.85     -1.207  2.40     -1.566
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          :       1.306            2.317            2.742
 
At 0.8 x L = 56.40 ft
Prestress      :       1.482  1.80      2.668  2.20      3.261
Self Wt.       :      -0.480  1.85     -0.888  2.40     -1.152
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          :       1.002            1.780            2.109
 
At 0.9 x L = 63.53 ft
Prestress      :       0.823  1.80      1.482  2.20      1.811
Self Wt.       :      -0.255  1.85     -0.472  2.40     -0.613
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          :       0.568            1.010            1.199
 

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
   522.9    36.6  3.381  264.2    2.8   2.37   2634.8  0.043T 1.00       -       -     -     -  
H/2     :   1.84
   416.4    36.5  2.829  265.2    2.3   1.99   2219.2  0.051T 1.00       -       -     -     -  
0.1L    :   6.47
  1354.6    37.2  4.229  263.0    3.5   2.95   3315.8  0.034T 1.00       -       -     -     -  
0.2L    :  13.60
  2505.9    38.4  5.208  261.6    4.2   3.61   4157.3  0.027T 1.00    337.5   337.5   12.32    -  
0.3L    :  20.73
  3297.2    39.6  5.208  261.9    4.3   3.61   4293.5  0.027T 1.00    200.9   200.9   21.37    -  
0.4L    :  27.87
  3768.4    40.7  5.208  262.1    4.3   3.62   4429.7  0.027T 1.00    125.5   125.5   35.29    -  
0.5L    :  35.00
  3897.6    40.7  5.208  262.1    4.3   3.62   4429.7  0.027T 1.00     95.8    95.8   46.23    -  
0.6L    :  42.13
  3768.4    40.7  5.208  262.1    4.3   3.62   4429.7  0.027T 1.00    125.5   125.5   35.29    -  
0.7L    :  49.27
  3297.2    39.6  5.208  261.9    4.3   3.61   4293.5  0.027T 1.00    200.9   200.9   21.37    -  
0.8L    :  56.40
  2505.9    38.4  5.208  261.6    4.2   3.61   4157.3  0.027T 1.00    337.5   337.5   12.32    -  
0.9L    :  63.53
  1354.6    37.2  4.229  263.0    3.5   2.95   3315.8  0.034T 1.00       -       -     -     -  
H/2     :  68.16
   416.4    36.5  2.829  265.2    2.3   1.99   2219.2  0.051T 1.00       -       -     -     -  
Transfer:  67.67
   522.9    36.6  3.381  264.2    2.8   2.37   2634.8  0.043T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.045
        M   2.00 Fb     0.202
 
  2   2 E  32.00 Ft     0.372
        M   4.00 Fb     0.160
 
  3   2 E  30.00 Ft     0.666
        M   2.00 Fb     0.145
 
  4   2 E   6.00 Ft     0.623
        M   6.00 Fb     0.424
 
  5   2 E   6.00 Ft     0.580
        M   6.00 Fb     0.703
 
  6   2 E   6.00 Ft     0.537
        M   6.00 Fb     0.982
 
  7   2 E   4.00 Ft     0.462
        M   4.00 Fb     1.289
 
  8   2 E   4.00 Ft     0.387
        M   4.00 Fb     1.595
 
  9   2 E   2.00 Ft     0.280
        M   2.00 Fb     1.930
 
 10   2 E   2.00 Ft     0.173
        M   2.00 Fb     2.264
 
 11   2 E   2.00 Ft     0.066
        M   2.00 Fb     2.599
 
 12   2 E   2.00 Ft    -0.041
        M   2.00 Fb     2.934
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 71.33            Release Length, ft: 71.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   4           No. of strands, Straight:  20
Concrete Strength, f'ci:   5.0  ksi        f'c:   5.5 ksi  f'ct   4.0 ksi
Initial losses:  7.50 %               Final losses: 13.75 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.934     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.041       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4429.75     3897.57     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.144     Midspan
    Pre.Top:   3.300  -0.000     Bearing    2.475   1.594     Midspan
    Pre.Bot:   3.300  -0.000     Bearing    2.475   2.356    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.446  -0.000     Bearing
    Pre.Bot:  -0.446  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.200   0.991     Midspan
    Pre.Bot:                                                             2.200   1.032    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.339  1.80      4.210  2.20      5.145
Self Wt.       :      -0.796  1.85     -1.473  2.40     -1.911
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          :       1.542            2.737            3.234
 
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   70.00
     DC  Line       0.087      0.00       0.087   70.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    35.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 71.333 ft
Release length = 71.333 ft
Design  length = 70.000 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)  : 0.746   (Calculated)    
Live Moment (1  lane  loaded)  : 0.531   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.210   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.968   (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           1421.4 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           292285 in4#
Ht. of c.g.           =        17.14 in             30.00 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 = 0.9002

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     1.84     6.47    13.60    20.73    27.87    35.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    637.7    658.8    654.4    658.8    658.8    658.8    658.8    658.8
  Yb      ,  in    17.05    16.75    16.81    16.72    16.67    16.63    16.58    16.58
  MI(Ixx) , in4   100472   102309   101909   102653   103304   104025   104817   104817
Composite: (At Final, using Ec =  4739.0 ksi )
  Area    , in2   1427.2   1447.6   1443.3   1447.6   1447.6   1447.6   1447.6   1447.6
  Yb      ,  in    29.92    29.60    29.67    29.59    29.57    29.55    29.53    29.53
  MI(Ixx) , in4   295069   305070   302938   305855   307267   308748   310299   310299

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.50 ksi           4.00 ksi
  Elasticity         =    4738.96 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.30 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.47 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           =       2.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.45 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 28.53 ft from member end )
END PATTERN (Ycg = 8.17 in):
    10 @  2.000 in     4 @  4.000 in     6 @  6.000 in     2 @ 30.000 in
     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     4 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.901 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.876 ft
Holddown Force        =  13.867 kips     Beam Shrtng (PL/AE)   =      0.291 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)       
--------------------------------------------------------------------------------------
      1712.761         740 1267.443     11.590 46938.898   609.517     443.095        
 
 
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       3.75       0.1250      0.7500    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167      9.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.6670     24.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.6670     29.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      29.6670     41.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      41.6663     46.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      46.6663     61.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      61.6663     66.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      66.9167     67.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      67.5833     70.5833    Yes
      2      US#6[M19]       60.00        0.88       3.75      70.5833     71.2083    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 70.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.50 in
         P_init    =     1020.9 kips  Ecc = 13.64 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.71 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.370 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.79 ksi    0.00 ksi
    due to Composite Loads                                 -1.70 ksi    0.00 ksi
    due to Live Loads                                      -6.12 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.47 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.71 ksi  ( 7.50 %)            12.25 ksi ( 6.25 %)
Total Prestress Losses                                    26.96 ksi (13.75 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.1 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    51.9    41.3   135.2   252.4   336.1   386.3   403.0
(Max)       V      23.0    21.5    21.8    18.8    14.1     9.4     4.7     0.0
DL-Prec.  : M       0.0     9.6     7.7    25.1    46.8    62.4    71.7    74.8
DC(Max)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.1    57.4   187.7   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.9    30.3    26.1    19.6    13.0     6.5     0.0
Diaphragm : M       0.0     0.6     0.5     1.6     3.4     5.2     7.0     8.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    23.4    18.6    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.8     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    10.3    33.5    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   175.1   139.5   452.2   830.7  1083.0  1231.8  1264.6
            V     127.5   121.5   122.7   110.9    93.8    76.7    54.4    37.3
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   127.5   121.5   122.7   110.9    94.6    78.9    63.8    49.2
            M      -0.0   178.9   142.8   452.2   793.0  1008.9  1096.5  1062.8
Total     : M+      0.0   345.7   275.2   896.1  1659.9  2187.9  2502.8  2592.2
            V     203.1   192.1   194.4   172.6   140.1   107.6    70.0    37.6
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   203.1   192.1   194.4   172.6   140.9   109.9    79.4    49.5
            M      -0.0   349.4   278.6   896.1  1622.3  2113.9  2367.5  2390.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   68.16   67.67   70.00
Self wt.  : M     386.3   336.1   252.4   135.2    41.3    51.9     0.0
(Max)       V       4.7     9.4    14.1    18.8    21.8    21.5    23.0
DL-Prec.  : M      71.7    62.4    46.8    25.1     7.7     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     536.5   466.7   350.5   187.7    57.4    72.1     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    30.3    29.9    32.0
Diaphragm : M       7.0     5.2     3.4     1.6     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     173.8   151.2   113.5    60.8    18.6    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.8     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.5    10.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
LL + I    : M+   1231.8  1083.0   830.7   452.2   139.5   175.1     0.0
            V      54.4    76.7    93.8   110.9   122.7   121.5   127.5
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.8    78.9    94.6   110.9   122.7   121.5   127.5
            M    1096.5  1008.9   793.0   452.2   142.8   178.9    -0.0
Total     : M+   2502.8  2187.9  1659.9   896.1   275.2   345.7     0.0
            V      70.0   107.6   140.1   172.6   194.4   192.1   203.1
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    79.4   109.9   140.9   172.6   194.4   192.1   203.1
            M    2367.5  2113.9  1622.3   896.1   278.6   349.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               23.0             23.0
Deck+Haunch            32.0             32.0
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.3              4.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           51.8             51.8
DL-Comp.(DW)           28.6             28.6
Live                   84.8             84.8
        Truck          62.4             62.4
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    51.9    41.3   135.2   252.4   336.1   386.3   403.0
(Max)       V      23.0    21.5    21.8    18.8    14.1     9.4     4.7     0.0
DL-Prec.  : M       0.0     9.6     7.7    25.1    46.8    62.4    71.7    74.8
DC(Max)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.1    57.4   187.7   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.9    30.3    26.1    19.6    13.0     6.5     0.0
Diaphragm : M       0.0     0.6     0.5     1.6     3.4     5.2     7.0     8.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    23.4    18.6    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.8     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    10.3    33.5    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   140.1   111.6   361.7   664.5   866.4   985.4  1011.7
            V     102.0    97.2    98.2    88.7    75.0    61.3    43.5    29.9
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   102.0    97.2    98.2    88.7    75.6    63.1    51.0    39.4
            M      -0.0   143.1   114.2   361.7   634.4   807.1   877.2   850.3
Total     : M+      0.0   310.7   247.3   805.7  1493.8  1971.3  2256.5  2339.3
            V     177.6   167.8   169.8   150.4   121.4    92.3    59.2    30.1
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   177.6   167.8   169.8   150.4   122.0    94.1    66.7    39.6
            M      -0.0   313.7   250.0   805.7  1463.6  1912.1  2148.2  2177.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   68.16   67.67   70.00
Self wt.  : M     386.3   336.1   252.4   135.2    41.3    51.9     0.0
(Max)       V       4.7     9.4    14.1    18.8    21.8    21.5    23.0
DL-Prec.  : M      71.7    62.4    46.8    25.1     7.7     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     536.5   466.7   350.5   187.7    57.4    72.1     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    30.3    29.9    32.0
Diaphragm : M       7.0     5.2     3.4     1.6     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     173.8   151.2   113.5    60.8    18.6    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.8     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.5    10.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
LL + I    : M+    985.4   866.4   664.5   361.7   111.6   140.1     0.0
            V      43.5    61.3    75.0    88.7    98.2    97.2   102.0
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    51.0    63.1    75.6    88.7    98.2    97.2   102.0
            M     877.2   807.1   634.4   361.7   114.2   143.1    -0.0
Total     : M+   2256.5  1971.3  1493.8   805.7   247.3   310.7     0.0
            V      59.2    92.3   121.4   150.4   169.8   167.8   177.6
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    66.7    94.1   122.0   150.4   169.8   167.8   177.6
            M    2148.2  1912.1  1463.6   805.7   250.0   313.7    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    64.9    51.7   169.0   315.5   420.1   482.9   503.8
(Max)       V      28.8    26.9    27.3    23.5    17.6    11.7     5.9     0.0
Self wt.  : M       0.0    46.8    37.2   121.7   227.1   302.5   347.7   362.7
(Min)       V      20.7    19.3    19.6    16.9    12.7     8.4     4.2     0.0
DL-Prec.  : M       0.0    12.1     9.6    31.4    58.5    78.0    89.6    93.5
DC(Max)     V       5.3     5.0     5.1     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     8.7     6.9    22.6    42.2    56.1    64.5    67.3
DC(Min)     V       3.8     3.6     3.6     3.1     2.4     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    90.2    71.8   234.6   438.1   583.4   670.6   699.6
Haunch (Max)V      40.0    37.3    37.9    32.6    24.4    16.3     8.1     0.0
Deck +    : M       0.0    64.9    51.7   168.9   315.4   420.0   482.8   503.7
Haunch (Min)V      28.8    26.9    27.3    23.5    17.6    11.7     5.9     0.0
Diaphragm : M       0.0     0.7     0.6     2.0     4.3     6.5     8.7    10.9
(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     1.5     3.1     4.7     6.3     7.9
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    29.2    23.2    76.0   141.9   189.0   217.2   226.6
DC(Max)     V      13.0    12.1    12.3    10.6     7.9     5.3     2.6     0.0
DL-Comp   : M       0.0    21.0    16.7    54.7   102.2   136.1   156.4   163.2
DC(Min)     V       9.3     8.7     8.8     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    19.3    15.4    50.3    94.0   125.1   143.8   150.1
DW(Max)     V       8.6     8.0     8.1     7.0     5.2     3.5     1.7     0.0
DL-Comp   : M       0.0     8.4     6.7    21.8    40.7    54.2    62.3    65.0
DW(Min)     V       3.7     3.5     3.5     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   306.5   244.1   791.3  1453.7  1895.2  2155.6  2213.0
            V     223.1   212.6   214.8   194.1   164.1   134.2    95.2    65.3
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   223.1   212.6   214.8   194.1   165.5   138.1   111.7    86.2
            M      -0.0   313.0   249.9   791.3  1387.8  1765.6  1918.8  1860.0
Total     : M+      0.0   522.9   416.4  1354.6  2505.9  3297.2  3768.4  3897.6
            V     319.0   302.2   305.7   272.3   222.9   173.5   115.1    65.6
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   319.0   302.2   305.7   272.3   224.3   177.4   131.5    86.5
            M      -0.0   529.4   422.2  1354.6  2440.0  3167.6  3531.6  3544.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   68.16   67.67   70.00
Self wt.  : M     482.9   420.1   315.5   169.0    51.7    64.9     0.0
(Max)       V       5.9    11.7    17.6    23.5    27.3    26.9    28.8
Self wt.  : M     347.7   302.5   227.1   121.7    37.2    46.8     0.0
(Min)       V       4.2     8.4    12.7    16.9    19.6    19.3    20.7
DL-Prec.  : M      89.6    78.0    58.5    31.4     9.6    12.1     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.1     5.0     5.3
DL-Prec.  : M      64.5    56.1    42.2    22.6     6.9     8.7     0.0
DC(Min)     V       0.8     1.6     2.4     3.1     3.6     3.6     3.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     670.6   583.4   438.1   234.6    71.8    90.2     0.0
Haunch (Max)V       8.1    16.3    24.4    32.6    37.9    37.3    40.0
Deck +    : M     482.8   420.0   315.4   168.9    51.7    64.9     0.0
Haunch (Min)V       5.9    11.7    17.6    23.5    27.3    26.9    28.8
Diaphragm : M       8.7     6.5     4.3     2.0     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       6.3     4.7     3.1     1.5     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     217.2   189.0   141.9    76.0    23.2    29.2     0.0
DC(Max)     V       2.6     5.3     7.9    10.6    12.3    12.1    13.0
DL-Comp   : M     156.4   136.1   102.2    54.7    16.7    21.0     0.0
DC(Min)     V       1.9     3.8     5.7     7.6     8.8     8.7     9.3
DL-Comp   : M     143.8   125.1    94.0    50.3    15.4    19.3     0.0
DW(Max)     V       1.7     3.5     5.2     7.0     8.1     8.0     8.6
DL-Comp   : M      62.3    54.2    40.7    21.8     6.7     8.4     0.0
DW(Min)     V       0.8     1.5     2.3     3.0     3.5     3.5     3.7
LL + I    : M+   2155.6  1895.2  1453.7   791.3   244.1   306.5     0.0
            V      95.2   134.2   164.1   194.1   214.8   212.6   223.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   111.7   138.1   165.5   194.1   214.8   212.6   223.1
            M    1918.8  1765.6  1387.8   791.3   249.9   313.0    -0.0
Total     : M+   3768.4  3297.2  2505.9  1354.6   416.4   522.9     0.0
            V     115.1   173.5   222.9   272.3   305.7   302.2   319.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   131.5   177.4   224.3   272.3   305.7   302.2   319.0
            M    3531.6  3167.6  2440.0  1354.6   422.2   529.4    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               28.8             28.8
Deck+Haunch            40.0             40.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           64.8             64.8
DL-Comp.(DW)           42.9             42.9
Live                  148.4            148.4
        Truck         109.2            109.2
        Lane           39.2             39.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    51.9    41.3   135.2   252.4   336.1   386.3   403.0
(Max)       V      23.0    21.5    21.8    18.8    14.1     9.4     4.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     9.6     7.7    25.1    46.8    62.4    71.7    74.8
DC(Max)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.1    57.4   187.7   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.9    30.3    26.1    19.6    13.0     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     0.6     0.5     1.6     3.4     5.2     7.0     8.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    23.4    18.6    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.8     8.4     6.3     4.2     2.1     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    12.9    10.3    33.5    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   125.2    99.9   318.1   564.5   730.5   806.8   773.3
            V     103.7    98.7    99.7    89.7    75.7    59.0    45.0    31.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   103.7    98.7    99.7    89.7    75.7    61.6    48.1    35.8
            M       0.0   125.2    99.9   318.1   564.5   701.1   734.8   687.9
Total     : M+      0.0   295.8   235.6   762.1  1393.7  1835.4  2077.8  2100.9
            V     179.3   169.2   171.4   151.4   122.0    89.9    60.6    31.6
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   179.3   169.2   171.4   151.4   122.0    92.6    63.7    36.1
            M       0.0   295.8   235.6   762.1  1393.7  1806.0  2005.8  2015.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   68.16   67.67   70.00
Self wt.  : M     386.3   336.1   252.4   135.2    41.3    51.9     0.0
(Max)       V       4.7     9.4    14.1    18.8    21.8    21.5    23.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      71.7    62.4    46.8    25.1     7.7     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     536.5   466.7   350.5   187.7    57.4    72.1     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    30.3    29.9    32.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       7.0     5.2     3.4     1.6     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     173.8   151.2   113.5    60.8    18.6    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.8     9.7    10.4
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      95.9    83.4    62.6    33.5    10.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
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+    806.8   730.5   564.5   318.1    99.9   125.2     0.0
            V      45.0    59.0    75.7    89.7    99.7    98.7   103.7
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    48.1    61.6    75.7    89.7    99.7    98.7   103.7
            M     734.8   701.1   564.5   318.1    99.9   125.2     0.0
Total     : M+   2077.8  1835.4  1393.7   762.1   235.6   295.8     0.0
            V      60.6    89.9   122.0   151.4   171.4   169.2   179.3
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    63.7    92.6   122.0   151.4   171.4   169.2   179.3
            M    2005.8  1806.0  1393.7   762.1   235.6   295.8     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    7.13   14.27   21.40   28.53   35.67
 
Beam-Self
Precast-top    0.152   0.340   0.601   0.786   0.893   0.931 
Bottom        -0.133  -0.295  -0.519  -0.674  -0.763  -0.794 
 
Prestress
Precast-top   -0.193  -0.314  -0.521  -0.724  -0.924  -0.924 
Bottom         3.066   3.166   3.336   3.501   3.661   3.661 
 
Total
Precast-top   -0.041   0.025   0.080   0.061  -0.031   0.006 
Bottom         2.934   2.872   2.817   2.827   2.899   2.867 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.20 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.015   0.049   0.091   0.121   0.138   0.144 
Precast-top   -0.025   0.144   0.117   0.539   1.058   1.375   1.492   1.594 
Bottom         0.609   2.356   1.996   1.956   1.427   1.100   0.970   0.871 
 

 
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    7.13   14.27   21.40   28.53   35.67
 
Beam-Self
Precast-top    0.152   0.340   0.601   0.786   0.893   0.931 
Bottom        -0.133  -0.295  -0.519  -0.674  -0.763  -0.794 
 
Prestress
Precast-top   -0.193  -0.314  -0.521  -0.724  -0.924  -0.924 
Bottom         3.066   3.166   3.336   3.501   3.661   3.661 
 
Total
Precast-top   -0.041   0.025   0.080   0.061  -0.031   0.006 
Bottom         2.934   2.872   2.817   2.827   2.899   2.867 
 
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 = 13.20 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.074   0.059   0.189   0.337   0.436   0.483   0.468 
Precast-top   -0.013   0.104   0.084   0.349   0.671   0.871   0.948   0.991 
Bottom         0.305   1.032   0.881   0.609   0.062  -0.289  -0.436  -0.447 
 

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
    319.0    6.5   40.7    0.626   2.7   6.00e-3 50.0    334.8     1.976    2.816      0.00
      0.0    0.5   40.4     42.0 0.244      17.0 0.87    12.00     0.096    1.026 
Transfer:   3.00
    302.2    6.5   40.7    2.817  12.0   0.60e-3 31.1    260.6     0.796    1.760      0.00
    529.4    2.4   39.5    189.0 0.229      63.1 3.32    12.00     0.096    1.086 
Critical:   3.95
    295.2    6.5   40.7    2.984  12.0   0.03e-3 29.1    226.7     0.640    1.320      0.00
    716.8    2.5   39.4    189.0 0.224      89.3 4.70    12.00     0.096    1.110 
0.1L    :   7.13
    272.3    6.5   40.7    3.524  12.0   0.09e-3 29.3    205.7     0.590    0.827      0.00
   1354.6    2.9   39.2    189.0 0.207      84.8 4.49    12.00     0.096    1.197 
0.2L    :  14.27
    224.3    6.5   38.4    5.208  12.0   0.19e-3 29.7    162.9     0.506    0.620      0.00
   2440.0    3.6   36.6    189.0 0.181      74.3 4.21    12.00     0.096    1.147 
0.3L    :  21.40
    177.4    6.5   39.6    5.208  12.0   1.26e-3 33.4    140.2     0.490    0.620      0.00
   3167.6    3.6   37.8    189.0 0.137      44.9 2.47    12.00     0.096    1.189 
0.4L    :  28.53
    131.5    6.5   40.7    5.208   0.0   1.59e-3 34.6    104.9     0.371    0.496      0.00
   3531.6    3.6   38.9    189.0 0.105      41.1 2.19    24.00     0.096    1.242 
0.5L    :  35.67
     86.5    6.5   40.7    5.208   0.0   1.31e-3 33.6     50.7     0.173    0.413      0.00
   3544.5    3.6   38.9    189.0 0.069      45.4 2.42    24.00     0.096    1.734 
0.6L    :  42.80
    131.5    6.5   40.7    5.208   0.0   1.59e-3 34.6    104.9     0.371    0.496      0.00
   3531.6    3.6   38.9    189.0 0.105      41.1 2.19    24.00     0.096    1.242 
0.7L    :  49.93
    177.4    6.5   39.6    5.208  12.0   1.26e-3 33.4    140.2     0.490    0.620      0.00
   3167.6    3.6   37.8    189.0 0.137      44.9 2.47    12.00     0.096    1.189 
0.8L    :  57.07
    224.3    6.5   38.4    5.208  12.0   0.19e-3 29.7    162.9     0.506    0.620      0.00
   2440.0    3.6   36.6    189.0 0.181      74.3 4.21    12.00     0.096    1.147 
0.9L    :  64.20
    272.3    6.5   40.7    3.524  12.0   0.09e-3 29.3    205.7     0.590    0.827      0.00
   1354.6    2.9   39.2    189.0 0.207      84.8 4.49    12.00     0.096    1.197 
Critical:  67.38
    295.2    6.5   40.7    2.984  12.0   0.03e-3 29.1    226.7     0.640    1.320      0.00
    716.8    2.5   39.4    189.0 0.224      89.3 4.70    12.00     0.096    1.110 
Transfer:  68.33
    302.2    6.5   40.7    2.817  12.0   0.60e-3 31.1    260.6     0.796    1.760      0.00
    529.4    2.4   39.5    189.0 0.229      63.1 3.32    12.00     0.096    1.086 
Bearing :  70.67
    319.0    6.5   40.7    0.626   2.7   6.00e-3 50.0    334.8     1.976    2.816      0.00
      0.0    0.5   40.4     42.0 0.244      17.0 0.87    12.00     0.096    1.026 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    2.04
 
 
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
    319.0      8.78     40.65    0.53       40.38    24.00      0.300      2.176      0.076      2.816 
Transfer:      2.33
    302.2      8.51     40.65    2.37       39.47    24.00      0.300      2.086      0.022      1.760 
Critical:      3.28
    295.3      8.33     40.65    2.50       39.40    24.00      0.300      2.026      0.000      1.320 
0.1L    :      6.47
    272.3      7.72     40.65    2.95       39.18    24.00      0.300      1.825      0.000      0.827 
0.2L    :     13.60
    224.3      6.81     38.42    3.61       36.61    24.00      0.300      1.519      0.000      0.620 
0.3L    :     20.73
    177.4      5.22     39.58    3.61       37.78    24.00      0.300      0.989      0.000      0.620 
0.4L    :     27.87
    131.5      3.75     40.75    3.62       38.94    24.00      0.300      0.500      0.000      0.496 
0.5L    :     35.00
     86.5      2.47     40.75    3.62       38.94    24.00      0.300      0.073      0.000      0.413 
0.6L    :     42.13
    131.5      3.75     40.75    3.62       38.94    24.00      0.300      0.500      0.000      0.496 
0.7L    :     49.27
    177.4      5.22     39.58    3.61       37.78    24.00      0.300      0.989      0.000      0.620 
0.8L    :     56.40
    224.3      6.81     38.42    3.61       36.61    24.00      0.300      1.519      0.000      0.620 
0.9L    :     63.53
    272.3      7.72     40.65    2.95       39.18    24.00      0.300      1.825      0.000      0.827 
Critical:     66.72
    295.3      8.33     40.65    2.50       39.40    24.00      0.300      2.026      0.000      1.320 
Transfer:     67.67
    302.2      8.51     40.65    2.37       39.47    24.00      0.300      2.086      0.022      1.760 
Bearing :     70.00
    319.0      8.78     40.65    0.53       40.38    24.00      0.300      2.176      0.076      2.816 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.47 ft
Prestress      :       0.823  1.80      1.482  2.20      1.811
Self Wt.       :      -0.255  1.85     -0.472  2.40     -0.613
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          :       0.568            1.010            1.199
 
At 0.2 x L = 13.60 ft
Prestress      :       1.482  1.80      2.668  2.20      3.261
Self Wt.       :      -0.480  1.85     -0.888  2.40     -1.152
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          :       1.002            1.780            2.109
 
At 0.3 x L = 20.73 ft
Prestress      :       1.958  1.80      3.525  2.20      4.308
Self Wt.       :      -0.653  1.85     -1.207  2.40     -1.566
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          :       1.306            2.317            2.742
 
At 0.4 x L = 27.87 ft
Prestress      :       2.237  1.80      4.027  2.20      4.922
Self Wt.       :      -0.758  1.85     -1.403  2.40     -1.820
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          :       1.479            2.624            3.102
 
At 0.5 x L = 35.00 ft
Prestress      :       2.339  1.80      4.210  2.20      5.145
Self Wt.       :      -0.796  1.85     -1.473  2.40     -1.911
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          :       1.542            2.737            3.234
 
At 0.6 x L = 42.13 ft
Prestress      :       2.237  1.80      4.027  2.20      4.922
Self Wt.       :      -0.758  1.85     -1.403  2.40     -1.820
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          :       1.479            2.624            3.102
 
At 0.7 x L = 49.27 ft
Prestress      :       1.958  1.80      3.525  2.20      4.308
Self Wt.       :      -0.653  1.85     -1.207  2.40     -1.566
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          :       1.306            2.317            2.742
 
At 0.8 x L = 56.40 ft
Prestress      :       1.482  1.80      2.668  2.20      3.261
Self Wt.       :      -0.480  1.85     -0.888  2.40     -1.152
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          :       1.002            1.780            2.109
 
At 0.9 x L = 63.53 ft
Prestress      :       0.823  1.80      1.482  2.20      1.811
Self Wt.       :      -0.255  1.85     -0.472  2.40     -0.613
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          :       0.568            1.010            1.199
 

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
   522.9    36.6  3.381  264.2    2.8   2.37   2634.8  0.043T 1.00       -       -     -     -  
H/2     :   1.84
   416.4    36.5  2.829  265.2    2.3   1.99   2219.2  0.051T 1.00       -       -     -     -  
0.1L    :   6.47
  1354.6    37.2  4.229  263.0    3.5   2.95   3315.8  0.034T 1.00       -       -     -     -  
0.2L    :  13.60
  2505.9    38.4  5.208  261.6    4.2   3.61   4157.3  0.027T 1.00    337.5   337.5   12.32    -  
0.3L    :  20.73
  3297.2    39.6  5.208  261.9    4.3   3.61   4293.5  0.027T 1.00    200.9   200.9   21.37    -  
0.4L    :  27.87
  3768.4    40.7  5.208  262.1    4.3   3.62   4429.7  0.027T 1.00    125.5   125.5   35.29    -  
0.5L    :  35.00
  3897.6    40.7  5.208  262.1    4.3   3.62   4429.7  0.027T 1.00     95.8    95.8   46.23    -  
0.6L    :  42.13
  3768.4    40.7  5.208  262.1    4.3   3.62   4429.7  0.027T 1.00    125.5   125.5   35.29    -  
0.7L    :  49.27
  3297.2    39.6  5.208  261.9    4.3   3.61   4293.5  0.027T 1.00    200.9   200.9   21.37    -  
0.8L    :  56.40
  2505.9    38.4  5.208  261.6    4.2   3.61   4157.3  0.027T 1.00    337.5   337.5   12.32    -  
0.9L    :  63.53
  1354.6    37.2  4.229  263.0    3.5   2.95   3315.8  0.034T 1.00       -       -     -     -  
H/2     :  68.16
   416.4    36.5  2.829  265.2    2.3   1.99   2219.2  0.051T 1.00       -       -     -     -  
Transfer:  67.67
   522.9    36.6  3.381  264.2    2.8   2.37   2634.8  0.043T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.045
        M   2.00 Fb     0.202
 
  2   2 E  32.00 Ft     0.372
        M   4.00 Fb     0.160
 
  3   2 E  30.00 Ft     0.666
        M   2.00 Fb     0.145
 
  4   2 E   6.00 Ft     0.623
        M   6.00 Fb     0.424
 
  5   2 E   6.00 Ft     0.580
        M   6.00 Fb     0.703
 
  6   2 E   6.00 Ft     0.537
        M   6.00 Fb     0.982
 
  7   2 E   4.00 Ft     0.462
        M   4.00 Fb     1.289
 
  8   2 E   4.00 Ft     0.387
        M   4.00 Fb     1.595
 
  9   2 E   2.00 Ft     0.280
        M   2.00 Fb     1.930
 
 10   2 E   2.00 Ft     0.173
        M   2.00 Fb     2.264
 
 11   2 E   2.00 Ft     0.066
        M   2.00 Fb     2.599
 
 12   2 E   2.00 Ft    -0.041
        M   2.00 Fb     2.934
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 71.33            Release Length, ft: 71.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   4           No. of strands, Straight:  20
Concrete Strength, f'ci:   5.0  ksi        f'c:   5.5 ksi  f'ct   4.0 ksi
Initial losses:  7.50 %               Final losses: 13.75 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.934     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.041       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4429.75     3897.57     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.144     Midspan
    Pre.Top:   3.300  -0.000     Bearing    2.475   1.594     Midspan
    Pre.Bot:   3.300  -0.000     Bearing    2.475   2.356    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.446  -0.000     Bearing
    Pre.Bot:  -0.446  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.200   0.991     Midspan
    Pre.Bot:                                                             2.200   1.032    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.339  1.80      4.210  2.20      5.145
Self Wt.       :      -0.796  1.85     -1.473  2.40     -1.911
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          :       1.542            2.737            3.234
 
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   70.00
     DC  Line       0.087      0.00       0.087   70.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    35.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 71.333 ft
Release length = 71.333 ft
Design  length = 70.000 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)  : 0.746   (Calculated)    
Live Moment (1  lane  loaded)  : 0.531   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.210   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.968   (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           1421.4 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           292285 in4#
Ht. of c.g.           =        17.14 in             30.00 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 = 0.9002

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     1.84     6.47    13.60    20.73    27.87    35.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    637.7    658.8    654.4    658.8    658.8    658.8    658.8    658.8
  Yb      ,  in    17.05    16.75    16.81    16.72    16.67    16.63    16.58    16.58
  MI(Ixx) , in4   100472   102309   101909   102653   103304   104025   104817   104817
Composite: (At Final, using Ec =  4739.0 ksi )
  Area    , in2   1427.2   1447.6   1443.3   1447.6   1447.6   1447.6   1447.6   1447.6
  Yb      ,  in    29.92    29.60    29.67    29.59    29.57    29.55    29.53    29.53
  MI(Ixx) , in4   295069   305070   302938   305855   307267   308748   310299   310299

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.50 ksi           4.00 ksi
  Elasticity         =    4738.96 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.30 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.47 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           =       2.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.45 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 28.53 ft from member end )
END PATTERN (Ycg = 8.17 in):
    10 @  2.000 in     4 @  4.000 in     6 @  6.000 in     2 @ 30.000 in
     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     4 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.901 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.876 ft
Holddown Force        =  13.867 kips     Beam Shrtng (PL/AE)   =      0.291 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)       
--------------------------------------------------------------------------------------
      1712.761         740 1267.443     11.590 46938.898   609.517     443.095        
 
 
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       3.75       0.1250      0.7500    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167      9.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.6670     24.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.6670     29.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      29.6670     41.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      41.6663     46.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      46.6663     61.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      61.6663     66.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      66.9167     67.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      67.5833     70.5833    Yes
      2      US#6[M19]       60.00        0.88       3.75      70.5833     71.2083    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 70.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.50 in
         P_init    =     1020.9 kips  Ecc = 13.64 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.71 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.370 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.79 ksi    0.00 ksi
    due to Composite Loads                                 -1.70 ksi    0.00 ksi
    due to Live Loads                                      -6.12 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.47 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.71 ksi  ( 7.50 %)            12.25 ksi ( 6.25 %)
Total Prestress Losses                                    26.96 ksi (13.75 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.1 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    51.9    41.3   135.2   252.4   336.1   386.3   403.0
(Max)       V      23.0    21.5    21.8    18.8    14.1     9.4     4.7     0.0
DL-Prec.  : M       0.0     9.6     7.7    25.1    46.8    62.4    71.7    74.8
DC(Max)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.1    57.4   187.7   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.9    30.3    26.1    19.6    13.0     6.5     0.0
Diaphragm : M       0.0     0.6     0.5     1.6     3.4     5.2     7.0     8.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    23.4    18.6    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.8     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    10.3    33.5    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   175.1   139.5   452.2   830.7  1083.0  1231.8  1264.6
            V     127.5   121.5   122.7   110.9    93.8    76.7    54.4    37.3
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   127.5   121.5   122.7   110.9    94.6    78.9    63.8    49.2
            M      -0.0   178.9   142.8   452.2   793.0  1008.9  1096.5  1062.8
Total     : M+      0.0   345.7   275.2   896.1  1659.9  2187.9  2502.8  2592.2
            V     203.1   192.1   194.4   172.6   140.1   107.6    70.0    37.6
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   203.1   192.1   194.4   172.6   140.9   109.9    79.4    49.5
            M      -0.0   349.4   278.6   896.1  1622.3  2113.9  2367.5  2390.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   68.16   67.67   70.00
Self wt.  : M     386.3   336.1   252.4   135.2    41.3    51.9     0.0
(Max)       V       4.7     9.4    14.1    18.8    21.8    21.5    23.0
DL-Prec.  : M      71.7    62.4    46.8    25.1     7.7     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     536.5   466.7   350.5   187.7    57.4    72.1     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    30.3    29.9    32.0
Diaphragm : M       7.0     5.2     3.4     1.6     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     173.8   151.2   113.5    60.8    18.6    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.8     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.5    10.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
LL + I    : M+   1231.8  1083.0   830.7   452.2   139.5   175.1     0.0
            V      54.4    76.7    93.8   110.9   122.7   121.5   127.5
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.8    78.9    94.6   110.9   122.7   121.5   127.5
            M    1096.5  1008.9   793.0   452.2   142.8   178.9    -0.0
Total     : M+   2502.8  2187.9  1659.9   896.1   275.2   345.7     0.0
            V      70.0   107.6   140.1   172.6   194.4   192.1   203.1
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    79.4   109.9   140.9   172.6   194.4   192.1   203.1
            M    2367.5  2113.9  1622.3   896.1   278.6   349.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               23.0             23.0
Deck+Haunch            32.0             32.0
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.3              4.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           51.8             51.8
DL-Comp.(DW)           28.6             28.6
Live                   84.8             84.8
        Truck          62.4             62.4
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    51.9    41.3   135.2   252.4   336.1   386.3   403.0
(Max)       V      23.0    21.5    21.8    18.8    14.1     9.4     4.7     0.0
DL-Prec.  : M       0.0     9.6     7.7    25.1    46.8    62.4    71.7    74.8
DC(Max)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.1    57.4   187.7   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.9    30.3    26.1    19.6    13.0     6.5     0.0
Diaphragm : M       0.0     0.6     0.5     1.6     3.4     5.2     7.0     8.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    23.4    18.6    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.8     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    10.3    33.5    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   140.1   111.6   361.7   664.5   866.4   985.4  1011.7
            V     102.0    97.2    98.2    88.7    75.0    61.3    43.5    29.9
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   102.0    97.2    98.2    88.7    75.6    63.1    51.0    39.4
            M      -0.0   143.1   114.2   361.7   634.4   807.1   877.2   850.3
Total     : M+      0.0   310.7   247.3   805.7  1493.8  1971.3  2256.5  2339.3
            V     177.6   167.8   169.8   150.4   121.4    92.3    59.2    30.1
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   177.6   167.8   169.8   150.4   122.0    94.1    66.7    39.6
            M      -0.0   313.7   250.0   805.7  1463.6  1912.1  2148.2  2177.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   68.16   67.67   70.00
Self wt.  : M     386.3   336.1   252.4   135.2    41.3    51.9     0.0
(Max)       V       4.7     9.4    14.1    18.8    21.8    21.5    23.0
DL-Prec.  : M      71.7    62.4    46.8    25.1     7.7     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     536.5   466.7   350.5   187.7    57.4    72.1     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    30.3    29.9    32.0
Diaphragm : M       7.0     5.2     3.4     1.6     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     173.8   151.2   113.5    60.8    18.6    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.8     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.5    10.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
LL + I    : M+    985.4   866.4   664.5   361.7   111.6   140.1     0.0
            V      43.5    61.3    75.0    88.7    98.2    97.2   102.0
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    51.0    63.1    75.6    88.7    98.2    97.2   102.0
            M     877.2   807.1   634.4   361.7   114.2   143.1    -0.0
Total     : M+   2256.5  1971.3  1493.8   805.7   247.3   310.7     0.0
            V      59.2    92.3   121.4   150.4   169.8   167.8   177.6
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    66.7    94.1   122.0   150.4   169.8   167.8   177.6
            M    2148.2  1912.1  1463.6   805.7   250.0   313.7    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    64.9    51.7   169.0   315.5   420.1   482.9   503.8
(Max)       V      28.8    26.9    27.3    23.5    17.6    11.7     5.9     0.0
Self wt.  : M       0.0    46.8    37.2   121.7   227.1   302.5   347.7   362.7
(Min)       V      20.7    19.3    19.6    16.9    12.7     8.4     4.2     0.0
DL-Prec.  : M       0.0    12.1     9.6    31.4    58.5    78.0    89.6    93.5
DC(Max)     V       5.3     5.0     5.1     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     8.7     6.9    22.6    42.2    56.1    64.5    67.3
DC(Min)     V       3.8     3.6     3.6     3.1     2.4     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    90.2    71.8   234.6   438.1   583.4   670.6   699.6
Haunch (Max)V      40.0    37.3    37.9    32.6    24.4    16.3     8.1     0.0
Deck +    : M       0.0    64.9    51.7   168.9   315.4   420.0   482.8   503.7
Haunch (Min)V      28.8    26.9    27.3    23.5    17.6    11.7     5.9     0.0
Diaphragm : M       0.0     0.7     0.6     2.0     4.3     6.5     8.7    10.9
(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     1.5     3.1     4.7     6.3     7.9
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    29.2    23.2    76.0   141.9   189.0   217.2   226.6
DC(Max)     V      13.0    12.1    12.3    10.6     7.9     5.3     2.6     0.0
DL-Comp   : M       0.0    21.0    16.7    54.7   102.2   136.1   156.4   163.2
DC(Min)     V       9.3     8.7     8.8     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    19.3    15.4    50.3    94.0   125.1   143.8   150.1
DW(Max)     V       8.6     8.0     8.1     7.0     5.2     3.5     1.7     0.0
DL-Comp   : M       0.0     8.4     6.7    21.8    40.7    54.2    62.3    65.0
DW(Min)     V       3.7     3.5     3.5     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   306.5   244.1   791.3  1453.7  1895.2  2155.6  2213.0
            V     223.1   212.6   214.8   194.1   164.1   134.2    95.2    65.3
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   223.1   212.6   214.8   194.1   165.5   138.1   111.7    86.2
            M      -0.0   313.0   249.9   791.3  1387.8  1765.6  1918.8  1860.0
Total     : M+      0.0   522.9   416.4  1354.6  2505.9  3297.2  3768.4  3897.6
            V     319.0   302.2   305.7   272.3   222.9   173.5   115.1    65.6
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   319.0   302.2   305.7   272.3   224.3   177.4   131.5    86.5
            M      -0.0   529.4   422.2  1354.6  2440.0  3167.6  3531.6  3544.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   68.16   67.67   70.00
Self wt.  : M     482.9   420.1   315.5   169.0    51.7    64.9     0.0
(Max)       V       5.9    11.7    17.6    23.5    27.3    26.9    28.8
Self wt.  : M     347.7   302.5   227.1   121.7    37.2    46.8     0.0
(Min)       V       4.2     8.4    12.7    16.9    19.6    19.3    20.7
DL-Prec.  : M      89.6    78.0    58.5    31.4     9.6    12.1     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.1     5.0     5.3
DL-Prec.  : M      64.5    56.1    42.2    22.6     6.9     8.7     0.0
DC(Min)     V       0.8     1.6     2.4     3.1     3.6     3.6     3.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     670.6   583.4   438.1   234.6    71.8    90.2     0.0
Haunch (Max)V       8.1    16.3    24.4    32.6    37.9    37.3    40.0
Deck +    : M     482.8   420.0   315.4   168.9    51.7    64.9     0.0
Haunch (Min)V       5.9    11.7    17.6    23.5    27.3    26.9    28.8
Diaphragm : M       8.7     6.5     4.3     2.0     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       6.3     4.7     3.1     1.5     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     217.2   189.0   141.9    76.0    23.2    29.2     0.0
DC(Max)     V       2.6     5.3     7.9    10.6    12.3    12.1    13.0
DL-Comp   : M     156.4   136.1   102.2    54.7    16.7    21.0     0.0
DC(Min)     V       1.9     3.8     5.7     7.6     8.8     8.7     9.3
DL-Comp   : M     143.8   125.1    94.0    50.3    15.4    19.3     0.0
DW(Max)     V       1.7     3.5     5.2     7.0     8.1     8.0     8.6
DL-Comp   : M      62.3    54.2    40.7    21.8     6.7     8.4     0.0
DW(Min)     V       0.8     1.5     2.3     3.0     3.5     3.5     3.7
LL + I    : M+   2155.6  1895.2  1453.7   791.3   244.1   306.5     0.0
            V      95.2   134.2   164.1   194.1   214.8   212.6   223.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   111.7   138.1   165.5   194.1   214.8   212.6   223.1
            M    1918.8  1765.6  1387.8   791.3   249.9   313.0    -0.0
Total     : M+   3768.4  3297.2  2505.9  1354.6   416.4   522.9     0.0
            V     115.1   173.5   222.9   272.3   305.7   302.2   319.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   131.5   177.4   224.3   272.3   305.7   302.2   319.0
            M    3531.6  3167.6  2440.0  1354.6   422.2   529.4    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               28.8             28.8
Deck+Haunch            40.0             40.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           64.8             64.8
DL-Comp.(DW)           42.9             42.9
Live                  148.4            148.4
        Truck         109.2            109.2
        Lane           39.2             39.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    51.9    41.3   135.2   252.4   336.1   386.3   403.0
(Max)       V      23.0    21.5    21.8    18.8    14.1     9.4     4.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     9.6     7.7    25.1    46.8    62.4    71.7    74.8
DC(Max)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.1    57.4   187.7   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.9    30.3    26.1    19.6    13.0     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     0.6     0.5     1.6     3.4     5.2     7.0     8.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    23.4    18.6    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.8     8.4     6.3     4.2     2.1     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    12.9    10.3    33.5    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   125.2    99.9   318.1   564.5   730.5   806.8   773.3
            V     103.7    98.7    99.7    89.7    75.7    59.0    45.0    31.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   103.7    98.7    99.7    89.7    75.7    61.6    48.1    35.8
            M       0.0   125.2    99.9   318.1   564.5   701.1   734.8   687.9
Total     : M+      0.0   295.8   235.6   762.1  1393.7  1835.4  2077.8  2100.9
            V     179.3   169.2   171.4   151.4   122.0    89.9    60.6    31.6
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   179.3   169.2   171.4   151.4   122.0    92.6    63.7    36.1
            M       0.0   295.8   235.6   762.1  1393.7  1806.0  2005.8  2015.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   68.16   67.67   70.00
Self wt.  : M     386.3   336.1   252.4   135.2    41.3    51.9     0.0
(Max)       V       4.7     9.4    14.1    18.8    21.8    21.5    23.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      71.7    62.4    46.8    25.1     7.7     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     536.5   466.7   350.5   187.7    57.4    72.1     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    30.3    29.9    32.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       7.0     5.2     3.4     1.6     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     173.8   151.2   113.5    60.8    18.6    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.8     9.7    10.4
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      95.9    83.4    62.6    33.5    10.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
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+    806.8   730.5   564.5   318.1    99.9   125.2     0.0
            V      45.0    59.0    75.7    89.7    99.7    98.7   103.7
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    48.1    61.6    75.7    89.7    99.7    98.7   103.7
            M     734.8   701.1   564.5   318.1    99.9   125.2     0.0
Total     : M+   2077.8  1835.4  1393.7   762.1   235.6   295.8     0.0
            V      60.6    89.9   122.0   151.4   171.4   169.2   179.3
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    63.7    92.6   122.0   151.4   171.4   169.2   179.3
            M    2005.8  1806.0  1393.7   762.1   235.6   295.8     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    7.13   14.27   21.40   28.53   35.67
 
Beam-Self
Precast-top    0.152   0.340   0.601   0.786   0.893   0.931 
Bottom        -0.133  -0.295  -0.519  -0.674  -0.763  -0.794 
 
Prestress
Precast-top   -0.193  -0.314  -0.521  -0.724  -0.924  -0.924 
Bottom         3.066   3.166   3.336   3.501   3.661   3.661 
 
Total
Precast-top   -0.041   0.025   0.080   0.061  -0.031   0.006 
Bottom         2.934   2.872   2.817   2.827   2.899   2.867 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.20 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.015   0.049   0.091   0.121   0.138   0.144 
Precast-top   -0.025   0.144   0.117   0.539   1.058   1.375   1.492   1.594 
Bottom         0.609   2.356   1.996   1.956   1.427   1.100   0.970   0.871 
 

 
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    7.13   14.27   21.40   28.53   35.67
 
Beam-Self
Precast-top    0.152   0.340   0.601   0.786   0.893   0.931 
Bottom        -0.133  -0.295  -0.519  -0.674  -0.763  -0.794 
 
Prestress
Precast-top   -0.193  -0.314  -0.521  -0.724  -0.924  -0.924 
Bottom         3.066   3.166   3.336   3.501   3.661   3.661 
 
Total
Precast-top   -0.041   0.025   0.080   0.061  -0.031   0.006 
Bottom         2.934   2.872   2.817   2.827   2.899   2.867 
 
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 = 13.20 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.074   0.059   0.189   0.337   0.436   0.483   0.468 
Precast-top   -0.013   0.104   0.084   0.349   0.671   0.871   0.948   0.991 
Bottom         0.305   1.032   0.881   0.609   0.062  -0.289  -0.436  -0.447 
 

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
    319.0    6.5   40.7    0.626   2.7   6.00e-3 50.0    334.8     1.976    2.816      0.00
      0.0    0.5   40.4     42.0 0.244      17.0 0.87    12.00     0.096    1.026 
Transfer:   3.00
    302.2    6.5   40.7    2.817  12.0   0.60e-3 31.1    260.6     0.796    1.760      0.00
    529.4    2.4   39.5    189.0 0.229      63.1 3.32    12.00     0.096    1.086 
Critical:   3.95
    295.2    6.5   40.7    2.984  12.0   0.03e-3 29.1    226.7     0.640    1.320      0.00
    716.8    2.5   39.4    189.0 0.224      89.3 4.70    12.00     0.096    1.110 
0.1L    :   7.13
    272.3    6.5   40.7    3.524  12.0   0.09e-3 29.3    205.7     0.590    0.827      0.00
   1354.6    2.9   39.2    189.0 0.207      84.8 4.49    12.00     0.096    1.197 
0.2L    :  14.27
    224.3    6.5   38.4    5.208  12.0   0.19e-3 29.7    162.9     0.506    0.620      0.00
   2440.0    3.6   36.6    189.0 0.181      74.3 4.21    12.00     0.096    1.147 
0.3L    :  21.40
    177.4    6.5   39.6    5.208  12.0   1.26e-3 33.4    140.2     0.490    0.620      0.00
   3167.6    3.6   37.8    189.0 0.137      44.9 2.47    12.00     0.096    1.189 
0.4L    :  28.53
    131.5    6.5   40.7    5.208   0.0   1.59e-3 34.6    104.9     0.371    0.496      0.00
   3531.6    3.6   38.9    189.0 0.105      41.1 2.19    24.00     0.096    1.242 
0.5L    :  35.67
     86.5    6.5   40.7    5.208   0.0   1.31e-3 33.6     50.7     0.173    0.413      0.00
   3544.5    3.6   38.9    189.0 0.069      45.4 2.42    24.00     0.096    1.734 
0.6L    :  42.80
    131.5    6.5   40.7    5.208   0.0   1.59e-3 34.6    104.9     0.371    0.496      0.00
   3531.6    3.6   38.9    189.0 0.105      41.1 2.19    24.00     0.096    1.242 
0.7L    :  49.93
    177.4    6.5   39.6    5.208  12.0   1.26e-3 33.4    140.2     0.490    0.620      0.00
   3167.6    3.6   37.8    189.0 0.137      44.9 2.47    12.00     0.096    1.189 
0.8L    :  57.07
    224.3    6.5   38.4    5.208  12.0   0.19e-3 29.7    162.9     0.506    0.620      0.00
   2440.0    3.6   36.6    189.0 0.181      74.3 4.21    12.00     0.096    1.147 
0.9L    :  64.20
    272.3    6.5   40.7    3.524  12.0   0.09e-3 29.3    205.7     0.590    0.827      0.00
   1354.6    2.9   39.2    189.0 0.207      84.8 4.49    12.00     0.096    1.197 
Critical:  67.38
    295.2    6.5   40.7    2.984  12.0   0.03e-3 29.1    226.7     0.640    1.320      0.00
    716.8    2.5   39.4    189.0 0.224      89.3 4.70    12.00     0.096    1.110 
Transfer:  68.33
    302.2    6.5   40.7    2.817  12.0   0.60e-3 31.1    260.6     0.796    1.760      0.00
    529.4    2.4   39.5    189.0 0.229      63.1 3.32    12.00     0.096    1.086 
Bearing :  70.67
    319.0    6.5   40.7    0.626   2.7   6.00e-3 50.0    334.8     1.976    2.816      0.00
      0.0    0.5   40.4     42.0 0.244      17.0 0.87    12.00     0.096    1.026 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    2.04
 
 
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
    319.0      8.78     40.65    0.53       40.38    24.00      0.300      2.176      0.076      2.816 
Transfer:      2.33
    302.2      8.51     40.65    2.37       39.47    24.00      0.300      2.086      0.022      1.760 
Critical:      3.28
    295.3      8.33     40.65    2.50       39.40    24.00      0.300      2.026      0.000      1.320 
0.1L    :      6.47
    272.3      7.72     40.65    2.95       39.18    24.00      0.300      1.825      0.000      0.827 
0.2L    :     13.60
    224.3      6.81     38.42    3.61       36.61    24.00      0.300      1.519      0.000      0.620 
0.3L    :     20.73
    177.4      5.22     39.58    3.61       37.78    24.00      0.300      0.989      0.000      0.620 
0.4L    :     27.87
    131.5      3.75     40.75    3.62       38.94    24.00      0.300      0.500      0.000      0.496 
0.5L    :     35.00
     86.5      2.47     40.75    3.62       38.94    24.00      0.300      0.073      0.000      0.413 
0.6L    :     42.13
    131.5      3.75     40.75    3.62       38.94    24.00      0.300      0.500      0.000      0.496 
0.7L    :     49.27
    177.4      5.22     39.58    3.61       37.78    24.00      0.300      0.989      0.000      0.620 
0.8L    :     56.40
    224.3      6.81     38.42    3.61       36.61    24.00      0.300      1.519      0.000      0.620 
0.9L    :     63.53
    272.3      7.72     40.65    2.95       39.18    24.00      0.300      1.825      0.000      0.827 
Critical:     66.72
    295.3      8.33     40.65    2.50       39.40    24.00      0.300      2.026      0.000      1.320 
Transfer:     67.67
    302.2      8.51     40.65    2.37       39.47    24.00      0.300      2.086      0.022      1.760 
Bearing :     70.00
    319.0      8.78     40.65    0.53       40.38    24.00      0.300      2.176      0.076      2.816 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.47 ft
Prestress      :       0.823  1.80      1.482  2.20      1.811
Self Wt.       :      -0.255  1.85     -0.472  2.40     -0.613
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          :       0.568            1.010            1.199
 
At 0.2 x L = 13.60 ft
Prestress      :       1.482  1.80      2.668  2.20      3.261
Self Wt.       :      -0.480  1.85     -0.888  2.40     -1.152
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          :       1.002            1.780            2.109
 
At 0.3 x L = 20.73 ft
Prestress      :       1.958  1.80      3.525  2.20      4.308
Self Wt.       :      -0.653  1.85     -1.207  2.40     -1.566
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          :       1.306            2.317            2.742
 
At 0.4 x L = 27.87 ft
Prestress      :       2.237  1.80      4.027  2.20      4.922
Self Wt.       :      -0.758  1.85     -1.403  2.40     -1.820
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          :       1.479            2.624            3.102
 
At 0.5 x L = 35.00 ft
Prestress      :       2.339  1.80      4.210  2.20      5.145
Self Wt.       :      -0.796  1.85     -1.473  2.40     -1.911
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          :       1.542            2.737            3.234
 
At 0.6 x L = 42.13 ft
Prestress      :       2.237  1.80      4.027  2.20      4.922
Self Wt.       :      -0.758  1.85     -1.403  2.40     -1.820
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          :       1.479            2.624            3.102
 
At 0.7 x L = 49.27 ft
Prestress      :       1.958  1.80      3.525  2.20      4.308
Self Wt.       :      -0.653  1.85     -1.207  2.40     -1.566
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          :       1.306            2.317            2.742
 
At 0.8 x L = 56.40 ft
Prestress      :       1.482  1.80      2.668  2.20      3.261
Self Wt.       :      -0.480  1.85     -0.888  2.40     -1.152
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          :       1.002            1.780            2.109
 
At 0.9 x L = 63.53 ft
Prestress      :       0.823  1.80      1.482  2.20      1.811
Self Wt.       :      -0.255  1.85     -0.472  2.40     -0.613
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          :       0.568            1.010            1.199
 

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
   522.9    36.6  3.381  264.2    2.8   2.37   2634.8  0.043T 1.00       -       -     -     -  
H/2     :   1.84
   416.4    36.5  2.829  265.2    2.3   1.99   2219.2  0.051T 1.00       -       -     -     -  
0.1L    :   6.47
  1354.6    37.2  4.229  263.0    3.5   2.95   3315.8  0.034T 1.00       -       -     -     -  
0.2L    :  13.60
  2505.9    38.4  5.208  261.6    4.2   3.61   4157.3  0.027T 1.00    337.5   337.5   12.32    -  
0.3L    :  20.73
  3297.2    39.6  5.208  261.9    4.3   3.61   4293.5  0.027T 1.00    200.9   200.9   21.37    -  
0.4L    :  27.87
  3768.4    40.7  5.208  262.1    4.3   3.62   4429.7  0.027T 1.00    125.5   125.5   35.29    -  
0.5L    :  35.00
  3897.6    40.7  5.208  262.1    4.3   3.62   4429.7  0.027T 1.00     95.8    95.8   46.23    -  
0.6L    :  42.13
  3768.4    40.7  5.208  262.1    4.3   3.62   4429.7  0.027T 1.00    125.5   125.5   35.29    -  
0.7L    :  49.27
  3297.2    39.6  5.208  261.9    4.3   3.61   4293.5  0.027T 1.00    200.9   200.9   21.37    -  
0.8L    :  56.40
  2505.9    38.4  5.208  261.6    4.2   3.61   4157.3  0.027T 1.00    337.5   337.5   12.32    -  
0.9L    :  63.53
  1354.6    37.2  4.229  263.0    3.5   2.95   3315.8  0.034T 1.00       -       -     -     -  
H/2     :  68.16
   416.4    36.5  2.829  265.2    2.3   1.99   2219.2  0.051T 1.00       -       -     -     -  
Transfer:  67.67
   522.9    36.6  3.381  264.2    2.8   2.37   2634.8  0.043T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.045
        M   2.00 Fb     0.202
 
  2   2 E  32.00 Ft     0.372
        M   4.00 Fb     0.160
 
  3   2 E  30.00 Ft     0.666
        M   2.00 Fb     0.145
 
  4   2 E   6.00 Ft     0.623
        M   6.00 Fb     0.424
 
  5   2 E   6.00 Ft     0.580
        M   6.00 Fb     0.703
 
  6   2 E   6.00 Ft     0.537
        M   6.00 Fb     0.982
 
  7   2 E   4.00 Ft     0.462
        M   4.00 Fb     1.289
 
  8   2 E   4.00 Ft     0.387
        M   4.00 Fb     1.595
 
  9   2 E   2.00 Ft     0.280
        M   2.00 Fb     1.930
 
 10   2 E   2.00 Ft     0.173
        M   2.00 Fb     2.264
 
 11   2 E   2.00 Ft     0.066
        M   2.00 Fb     2.599
 
 12   2 E   2.00 Ft    -0.041
        M   2.00 Fb     2.934
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 71.33            Release Length, ft: 71.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   4           No. of strands, Straight:  20
Concrete Strength, f'ci:   5.0  ksi        f'c:   5.5 ksi  f'ct   4.0 ksi
Initial losses:  7.50 %               Final losses: 13.75 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.934     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.041       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4429.75     3897.57     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.144     Midspan
    Pre.Top:   3.300  -0.000     Bearing    2.475   1.594     Midspan
    Pre.Bot:   3.300  -0.000     Bearing    2.475   2.356    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.446  -0.000     Bearing
    Pre.Bot:  -0.446  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.200   0.991     Midspan
    Pre.Bot:                                                             2.200   1.032    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.339  1.80      4.210  2.20      5.145
Self Wt.       :      -0.796  1.85     -1.473  2.40     -1.911
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          :       1.542            2.737            3.234
 
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   70.00
     DC  Line       0.076      0.00       0.076   70.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    35.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 71.333 ft
Release length = 71.333 ft
Design  length = 70.000 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)  : 0.730   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.961   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.059   (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           1327.3 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           280966 in4#
Ht. of c.g.           =        17.14 in             29.27 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 = 0.9002

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     1.84     6.47    13.60    20.73    27.87    35.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    637.7    658.8    654.4    658.8    658.8    658.8    658.8    658.8
  Yb      ,  in    17.05    16.75    16.81    16.72    16.67    16.63    16.58    16.58
  MI(Ixx) , in4   100472   102309   101909   102653   103304   104025   104817   104817
Composite: (At Final, using Ec =  4739.0 ksi )
  Area    , in2   1333.1   1353.4   1349.1   1353.4   1353.4   1353.4   1353.4   1353.4
  Yb      ,  in    29.18    28.85    28.92    28.84    28.82    28.79    28.77    28.77
  MI(Ixx) , in4   283565   292906   290915   293665   295031   296466   297971   297971

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.50 ksi           4.00 ksi
  Elasticity         =    4738.96 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.30 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.47 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           =       2.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.45 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 28.53 ft from member end )
END PATTERN (Ycg = 8.17 in):
    10 @  2.000 in     4 @  4.000 in     6 @  6.000 in     2 @ 30.000 in
     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     4 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.817 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.771 ft
Holddown Force        =  13.867 kips     Beam Shrtng (PL/AE)   =      0.291 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)       
--------------------------------------------------------------------------------------
      1712.761         740 1267.443     11.590 46938.898   609.517     443.095        
 
 
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       3.75       0.1250      0.7500    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167      9.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.6670     24.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.6670     29.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      29.6670     41.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      41.6663     46.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      46.6663     61.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      61.6663     66.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      66.9167     67.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      67.5833     70.5833    Yes
      2      US#6[M19]       60.00        0.88       3.75      70.5833     71.2083    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 70.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.50 in
         P_init    =     1020.9 kips  Ecc = 13.64 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.71 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.370 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.09 ksi    0.00 ksi
    due to Composite Loads                                 -1.72 ksi    0.00 ksi
    due to Live Loads                                      -6.64 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.47 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.71 ksi  ( 7.50 %)            12.41 ksi ( 6.33 %)
Total Prestress Losses                                    27.12 ksi (13.83 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    51.9    41.3   135.2   252.4   336.1   386.3   403.0
(Max)       V      23.0    21.5    21.8    18.8    14.1     9.4     4.7     0.0
DL-Prec.  : M       0.0     8.8     7.0    22.9    42.8    57.0    65.5    68.3
DC(Max)     V       3.9     3.6     3.7     3.2     2.4     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
Deck +    : M       0.0    63.5    50.6   165.3   308.7   411.0   472.5   493.0
Haunch (Max)V      28.2    26.3    26.7    23.0    17.2    11.5     5.7     0.0
Diaphragm : M       0.0     0.3     0.2     0.8     1.7     2.6     3.5     4.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.4    18.6    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.8     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    10.3    33.5    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   187.8   149.6   485.0   891.0  1161.6  1321.2  1356.4
            V     111.6   106.4   107.5    97.1    82.1    67.1    47.7    32.7
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   111.6   106.4   107.5    97.1    82.8    69.1    55.9    43.1
            M      -0.0   191.8   153.2   485.0   850.6  1082.2  1176.1  1140.0
Total     : M+      0.0   348.7   277.6   903.6  1672.7  2202.9  2518.6  2606.4
            V     182.9   172.9   175.0   155.2   125.8    96.3    62.3    32.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   182.9   172.9   175.0   155.2   126.4    98.2    70.5    43.2
            M      -0.0   352.7   281.2   903.6  1632.3  2123.5  2373.5  2390.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   68.16   67.67   70.00
Self wt.  : M     386.3   336.1   252.4   135.2    41.3    51.9     0.0
(Max)       V       4.7     9.4    14.1    18.8    21.8    21.5    23.0
DL-Prec.  : M      65.5    57.0    42.8    22.9     7.0     8.8     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.6     3.9
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     472.5   411.0   308.7   165.3    50.6    63.5     0.0
Haunch (Max)V       5.7    11.5    17.2    23.0    26.7    26.3    28.2
Diaphragm : M       3.5     2.6     1.7     0.8     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     173.8   151.2   113.5    60.8    18.6    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.8     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.5    10.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
LL + I    : M+   1321.2  1161.6   891.0   485.0   149.6   187.8     0.0
            V      47.7    67.1    82.1    97.1   107.5   106.4   111.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    55.9    69.1    82.8    97.1   107.5   106.4   111.6
            M    1176.1  1082.2   850.6   485.0   153.2   191.8    -0.0
Total     : M+   2518.6  2202.9  1672.7   903.6   277.6   348.7     0.0
            V      62.3    96.3   125.8   155.2   175.0   172.9   182.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    70.5    98.2   126.4   155.2   175.0   172.9   182.9
            M    2373.5  2123.5  1632.3   903.6   281.2   352.7    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               23.0             23.0
Deck+Haunch            28.2             28.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.9              3.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           51.8             51.8
DL-Comp.(DW)           28.6             28.6
Live                   84.8             84.8
        Truck          62.4             62.4
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    51.9    41.3   135.2   252.4   336.1   386.3   403.0
(Max)       V      23.0    21.5    21.8    18.8    14.1     9.4     4.7     0.0
DL-Prec.  : M       0.0     8.8     7.0    22.9    42.8    57.0    65.5    68.3
DC(Max)     V       3.9     3.6     3.7     3.2     2.4     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
Deck +    : M       0.0    63.5    50.6   165.3   308.7   411.0   472.5   493.0
Haunch (Max)V      28.2    26.3    26.7    23.0    17.2    11.5     5.7     0.0
Diaphragm : M       0.0     0.3     0.2     0.8     1.7     2.6     3.5     4.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.4    18.6    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.8     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    10.3    33.5    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   150.3   119.7   388.0   712.8   929.3  1056.9  1085.1
            V      89.3    85.1    86.0    77.7    65.7    53.7    38.1    26.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    89.3    85.1    86.0    77.7    66.2    55.3    44.7    34.5
            M      -0.0   153.5   122.5   388.0   680.5   865.7   940.9   912.0
Total     : M+      0.0   311.1   247.7   806.6  1494.5  1970.6  2254.3  2335.1
            V     160.6   151.7   153.5   135.8   109.3    82.9    52.8    26.3
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   160.6   151.7   153.5   135.8   109.9    84.4    59.3    34.6
            M      -0.0   314.3   250.5   806.6  1462.2  1907.0  2138.3  2162.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   68.16   67.67   70.00
Self wt.  : M     386.3   336.1   252.4   135.2    41.3    51.9     0.0
(Max)       V       4.7     9.4    14.1    18.8    21.8    21.5    23.0
DL-Prec.  : M      65.5    57.0    42.8    22.9     7.0     8.8     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.6     3.9
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     472.5   411.0   308.7   165.3    50.6    63.5     0.0
Haunch (Max)V       5.7    11.5    17.2    23.0    26.7    26.3    28.2
Diaphragm : M       3.5     2.6     1.7     0.8     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     173.8   151.2   113.5    60.8    18.6    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.8     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.5    10.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
LL + I    : M+   1056.9   929.3   712.8   388.0   119.7   150.3     0.0
            V      38.1    53.7    65.7    77.7    86.0    85.1    89.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    44.7    55.3    66.2    77.7    86.0    85.1    89.3
            M     940.9   865.7   680.5   388.0   122.5   153.5    -0.0
Total     : M+   2254.3  1970.6  1494.5   806.6   247.7   311.1     0.0
            V      52.8    82.9   109.3   135.8   153.5   151.7   160.6
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    59.3    84.4   109.9   135.8   153.5   151.7   160.6
            M    2138.3  1907.0  1462.2   806.6   250.5   314.3    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    64.9    51.7   169.0   315.5   420.1   482.9   503.8
(Max)       V      28.8    26.9    27.3    23.5    17.6    11.7     5.9     0.0
Self wt.  : M       0.0    46.8    37.2   121.7   227.1   302.5   347.7   362.7
(Min)       V      20.7    19.3    19.6    16.9    12.7     8.4     4.2     0.0
DL-Prec.  : M       0.0    11.0     8.8    28.6    53.5    71.2    81.9    85.4
DC(Max)     V       4.9     4.6     4.6     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     7.9     6.3    20.6    38.5    51.3    58.9    61.5
DC(Min)     V       3.5     3.3     3.3     2.9     2.1     1.4     0.7     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    79.4    63.2   206.7   385.8   513.8   590.6   616.2
Haunch (Max)V      35.2    32.9    33.4    28.7    21.5    14.4     7.2     0.0
Deck +    : M       0.0    57.2    45.5   148.8   277.8   369.9   425.2   443.7
Haunch (Min)V      25.4    23.7    24.0    20.7    15.5    10.3     5.2     0.0
Diaphragm : M       0.0     0.4     0.3     1.0     2.1     3.2     4.4     5.5
(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     0.7     1.5     2.3     3.1     3.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    29.2    23.2    76.0   141.9   189.0   217.2   226.6
DC(Max)     V      13.0    12.1    12.3    10.6     7.9     5.3     2.6     0.0
DL-Comp   : M       0.0    21.0    16.7    54.7   102.2   136.1   156.4   163.2
DC(Min)     V       9.3     8.7     8.8     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    19.3    15.4    50.3    94.0   125.1   143.8   150.1
DW(Max)     V       8.6     8.0     8.1     7.0     5.2     3.5     1.7     0.0
DL-Comp   : M       0.0     8.4     6.7    21.8    40.7    54.2    62.3    65.0
DW(Min)     V       3.7     3.5     3.5     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   328.7   261.8   848.8  1559.2  2032.8  2312.1  2373.7
            V     195.3   186.2   188.1   169.9   143.7   117.5    83.4    57.2
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   195.3   186.2   188.1   169.9   144.9   120.9    97.8    75.5
            M      -0.0   335.7   268.0   848.8  1488.6  1893.8  2058.1  1995.0
Total     : M+      0.0   533.0   424.4  1380.4  2552.0  3355.3  3832.8  3961.2
            V     285.9   270.7   273.9   243.8   199.1   154.5   102.0    57.3
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   285.9   270.7   273.9   243.8   200.3   157.9   116.4    75.6
            M      -0.0   540.0   430.6  1380.4  2481.3  3216.3  3578.9  3582.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   68.16   67.67   70.00
Self wt.  : M     482.9   420.1   315.5   169.0    51.7    64.9     0.0
(Max)       V       5.9    11.7    17.6    23.5    27.3    26.9    28.8
Self wt.  : M     347.7   302.5   227.1   121.7    37.2    46.8     0.0
(Min)       V       4.2     8.4    12.7    16.9    19.6    19.3    20.7
DL-Prec.  : M      81.9    71.2    53.5    28.6     8.8    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.6     4.6     4.9
DL-Prec.  : M      58.9    51.3    38.5    20.6     6.3     7.9     0.0
DC(Min)     V       0.7     1.4     2.1     2.9     3.3     3.3     3.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     590.6   513.8   385.8   206.7    63.2    79.4     0.0
Haunch (Max)V       7.2    14.4    21.5    28.7    33.4    32.9    35.2
Deck +    : M     425.2   369.9   277.8   148.8    45.5    57.2     0.0
Haunch (Min)V       5.2    10.3    15.5    20.7    24.0    23.7    25.4
Diaphragm : M       4.4     3.2     2.1     1.0     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.1     2.3     1.5     0.7     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     217.2   189.0   141.9    76.0    23.2    29.2     0.0
DC(Max)     V       2.6     5.3     7.9    10.6    12.3    12.1    13.0
DL-Comp   : M     156.4   136.1   102.2    54.7    16.7    21.0     0.0
DC(Min)     V       1.9     3.8     5.7     7.6     8.8     8.7     9.3
DL-Comp   : M     143.8   125.1    94.0    50.3    15.4    19.3     0.0
DW(Max)     V       1.7     3.5     5.2     7.0     8.1     8.0     8.6
DL-Comp   : M      62.3    54.2    40.7    21.8     6.7     8.4     0.0
DW(Min)     V       0.8     1.5     2.3     3.0     3.5     3.5     3.7
LL + I    : M+   2312.1  2032.8  1559.2   848.8   261.8   328.7     0.0
            V      83.4   117.5   143.7   169.9   188.1   186.2   195.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    97.8   120.9   144.9   169.9   188.1   186.2   195.3
            M    2058.1  1893.8  1488.6   848.8   268.0   335.7    -0.0
Total     : M+   3832.8  3355.3  2552.0  1380.4   424.4   533.0     0.0
            V     102.0   154.5   199.1   243.8   273.9   270.7   285.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   116.4   157.9   200.3   243.8   273.9   270.7   285.9
            M    3578.9  3216.3  2481.3  1380.4   430.6   540.0    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               28.8             28.8
Deck+Haunch            35.2             35.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            4.9              4.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           64.8             64.8
DL-Comp.(DW)           42.9             42.9
Live                  148.4            148.4
        Truck         109.2            109.2
        Lane           39.2             39.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    51.9    41.3   135.2   252.4   336.1   386.3   403.0
(Max)       V      23.0    21.5    21.8    18.8    14.1     9.4     4.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     8.8     7.0    22.9    42.8    57.0    65.5    68.3
DC(Max)     V       3.9     3.6     3.7     3.2     2.4     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
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    63.5    50.6   165.3   308.7   411.0   472.5   493.0
Haunch (Max)V      28.2    26.3    26.7    23.0    17.2    11.5     5.7     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     0.8     1.7     2.6     3.5     4.4
(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    23.4    18.6    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.8     8.4     6.3     4.2     2.1     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    12.9    10.3    33.5    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   188.7   150.6   479.5   850.9  1101.2  1216.1  1165.7
            V     113.5   108.0   109.1    98.2    82.8    64.5    49.2    34.3
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   113.5   108.0   109.1    98.2    82.8    67.5    52.6    39.2
            M       0.0   188.7   150.6   479.5   850.9  1056.8  1107.6  1036.9
Total     : M+      0.0   349.6   278.6   898.1  1632.5  2142.5  2413.5  2415.7
            V     184.8   174.5   176.7   156.3   126.5    93.7    63.8    34.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   184.8   174.5   176.7   156.3   126.5    96.6    67.2    39.3
            M       0.0   349.6   278.6   898.1  1632.5  2098.1  2305.0  2286.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   68.16   67.67   70.00
Self wt.  : M     386.3   336.1   252.4   135.2    41.3    51.9     0.0
(Max)       V       4.7     9.4    14.1    18.8    21.8    21.5    23.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      65.5    57.0    42.8    22.9     7.0     8.8     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.6     3.9
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     472.5   411.0   308.7   165.3    50.6    63.5     0.0
Haunch (Max)V       5.7    11.5    17.2    23.0    26.7    26.3    28.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       3.5     2.6     1.7     0.8     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     173.8   151.2   113.5    60.8    18.6    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.8     9.7    10.4
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      95.9    83.4    62.6    33.5    10.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
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+   1216.1  1101.2   850.9   479.5   150.6   188.7     0.0
            V      49.2    64.5    82.8    98.2   109.1   108.0   113.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    52.6    67.5    82.8    98.2   109.1   108.0   113.5
            M    1107.6  1056.8   850.9   479.5   150.6   188.7     0.0
Total     : M+   2413.5  2142.5  1632.5   898.1   278.6   349.5     0.0
            V      63.8    93.7   126.5   156.3   176.7   174.5   184.8
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    67.2    96.6   126.5   156.3   176.7   174.5   184.8
            M    2305.0  2098.1  1632.5   898.1   278.6   349.5     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    7.13   14.27   21.40   28.53   35.67
 
Beam-Self
Precast-top    0.152   0.340   0.601   0.786   0.893   0.931 
Bottom        -0.133  -0.295  -0.519  -0.674  -0.763  -0.794 
 
Prestress
Precast-top   -0.193  -0.314  -0.521  -0.724  -0.924  -0.924 
Bottom         3.066   3.166   3.336   3.501   3.661   3.661 
 
Total
Precast-top   -0.041   0.025   0.080   0.061  -0.031   0.006 
Bottom         2.934   2.872   2.817   2.827   2.899   2.867 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.20 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.021   0.016   0.053   0.100   0.132   0.151   0.158 
Precast-top   -0.025   0.124   0.101   0.485   0.959   1.243   1.339   1.433 
Bottom         0.609   2.374   2.011   2.004   1.516   1.218   1.105   1.014 
 

 
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    7.13   14.27   21.40   28.53   35.67
 
Beam-Self
Precast-top    0.152   0.340   0.601   0.786   0.893   0.931 
Bottom        -0.133  -0.295  -0.519  -0.674  -0.763  -0.794 
 
Prestress
Precast-top   -0.193  -0.314  -0.521  -0.724  -0.924  -0.924 
Bottom         3.066   3.166   3.336   3.501   3.661   3.661 
 
Total
Precast-top   -0.041   0.025   0.080   0.061  -0.031   0.006 
Bottom         2.934   2.872   2.817   2.827   2.899   2.867 
 
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 = 13.20 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    6.47   13.60   20.73   27.87   35.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.117   0.094   0.299   0.531   0.686   0.758   0.733 
Precast-top   -0.013   0.117   0.094   0.383   0.728   0.942   1.023   1.056 
Bottom         0.305   0.964   0.826   0.437  -0.239  -0.674  -0.857  -0.844 
 

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
    285.9    6.5   40.7    0.629   2.7   6.00e-3 50.0    298.0     1.761    2.816      0.00
      0.0    0.6   40.3     42.0 0.218      17.0 0.87    12.00     0.096    1.144 
Transfer:   3.00
    270.7    6.5   40.7    2.829  12.0  -0.01e-3 29.0    197.5     0.557    1.760      0.00
    540.0    2.7   39.3    189.0 0.205      91.3 4.82    12.00     0.096    1.208 
Critical:   3.94
    264.4    6.5   40.7    2.993  12.0  -0.02e-3 28.9    189.8     0.535    1.320      0.00
    728.4    2.9   39.2    189.0 0.201      92.0 4.87    12.00     0.096    1.234 
0.1L    :   7.13
    243.8    6.5   40.7    3.537  12.0  -0.00e-3 29.0    168.4     0.479    0.827      0.00
   1380.4    3.4   39.0    189.0 0.186      90.4 4.81    12.00     0.096    1.330 
0.2L    :  14.27
    200.3    6.5   38.4    5.208  12.0   0.15e-3 29.5    135.1     0.421    0.620      0.00
   2481.3    4.1   36.4    189.0 0.162      75.5 4.31    12.00     0.096    1.287 
0.3L    :  21.40
    157.9    6.5   39.6    5.208  12.0   1.28e-3 33.5    119.1     0.420    0.620      0.00
   3216.3    4.1   37.5    189.0 0.122      44.3 2.45    24.00     0.096    1.324 
0.4L    :  28.53
    116.4    6.5   40.7    5.208   0.0   1.63e-3 34.7     89.0     0.318    0.496      0.00
   3578.9    4.1   38.7    189.0 0.093      40.3 2.16    24.00     0.096    1.384 
0.5L    :  35.67
     75.6    6.5   40.7    5.208   0.0   1.36e-3 33.8     39.7     0.137    0.413      0.00
   3582.5    4.1   38.7    189.0 0.061      44.3 2.37    24.00     0.096    1.951 
0.6L    :  42.80
    116.4    6.5   40.7    5.208   0.0   1.63e-3 34.7     89.0     0.318    0.496      0.00
   3578.9    4.1   38.7    189.0 0.093      40.3 2.16    24.00     0.096    1.384 
0.7L    :  49.93
    157.9    6.5   39.6    5.208  12.0   1.28e-3 33.5    119.1     0.420    0.620      0.00
   3216.3    4.1   37.5    189.0 0.122      44.3 2.45    24.00     0.096    1.324 
0.8L    :  57.07
    200.3    6.5   38.4    5.208  12.0   0.15e-3 29.5    135.1     0.421    0.620      0.00
   2481.3    4.1   36.4    189.0 0.162      75.5 4.31    12.00     0.096    1.287 
0.9L    :  64.20
    243.8    6.5   40.7    3.537  12.0  -0.00e-3 29.0    168.4     0.479    0.827      0.00
   1380.4    3.4   39.0    189.0 0.186      90.4 4.81    12.00     0.096    1.330 
Critical:  67.40
    264.4    6.5   40.7    2.993  12.0  -0.02e-3 28.9    189.8     0.535    1.320      0.00
    728.4    2.9   39.2    189.0 0.201      92.0 4.87    12.00     0.096    1.234 
Transfer:  68.33
    270.7    6.5   40.7    2.829  12.0  -0.01e-3 29.0    197.5     0.557    1.760      0.00
    540.0    2.7   39.3    189.0 0.205      91.3 4.82    12.00     0.096    1.208 
Bearing :  70.67
    285.9    6.5   40.7    0.629   2.7   6.00e-3 50.0    298.0     1.761    2.816      0.00
      0.0    0.6   40.3     42.0 0.218      17.0 0.87    12.00     0.096    1.144 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    2.04
 
 
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
    285.9      7.87     40.65    0.61       40.34    24.00      0.300      1.875      0.000      2.816 
Transfer:      2.33
    270.7      7.65     40.65    2.70       39.30    24.00      0.300      1.801      0.000      1.760 
Critical:      3.27
    264.6      7.50     40.65    2.85       39.22    24.00      0.300      1.749      0.000      1.320 
0.1L    :      6.47
    243.8      6.95     40.65    3.35       38.97    24.00      0.300      1.567      0.000      0.827 
0.2L    :     13.60
    200.3      6.12     38.42    4.09       36.37    24.00      0.300      1.290      0.000      0.620 
0.3L    :     20.73
    157.9      4.67     39.58    4.10       37.53    24.00      0.300      0.808      0.000      0.620 
0.4L    :     27.87
    116.4      3.34     40.75    4.10       38.70    24.00      0.300      0.364      0.000      0.496 
0.5L    :     35.00
     75.6      2.17     40.75    4.10       38.70    24.00      0.300      0.000      0.000      0.413 
0.6L    :     42.13
    116.4      3.34     40.75    4.10       38.70    24.00      0.300      0.364      0.000      0.496 
0.7L    :     49.27
    157.9      4.67     39.58    4.10       37.53    24.00      0.300      0.808      0.000      0.620 
0.8L    :     56.40
    200.3      6.12     38.42    4.09       36.37    24.00      0.300      1.290      0.000      0.620 
0.9L    :     63.53
    243.8      6.95     40.65    3.35       38.97    24.00      0.300      1.567      0.000      0.827 
Critical:     66.73
    264.6      7.50     40.65    2.85       39.22    24.00      0.300      1.749      0.000      1.320 
Transfer:     67.67
    270.7      7.65     40.65    2.70       39.30    24.00      0.300      1.801      0.000      1.760 
Bearing :     70.00
    285.9      7.87     40.65    0.61       40.34    24.00      0.300      1.875      0.000      2.816 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.47 ft
Prestress      :       0.823  1.80      1.482  2.20      1.811
Self Wt.       :      -0.255  1.85     -0.472  2.40     -0.613
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          :       0.568            1.010            1.199
 
At 0.2 x L = 13.60 ft
Prestress      :       1.482  1.80      2.668  2.20      3.261
Self Wt.       :      -0.480  1.85     -0.888  2.40     -1.152
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          :       1.002            1.780            2.109
 
At 0.3 x L = 20.73 ft
Prestress      :       1.958  1.80      3.525  2.20      4.308
Self Wt.       :      -0.653  1.85     -1.207  2.40     -1.566
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          :       1.306            2.317            2.742
 
At 0.4 x L = 27.87 ft
Prestress      :       2.237  1.80      4.027  2.20      4.922
Self Wt.       :      -0.758  1.85     -1.403  2.40     -1.820
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          :       1.479            2.624            3.102
 
At 0.5 x L = 35.00 ft
Prestress      :       2.339  1.80      4.210  2.20      5.145
Self Wt.       :      -0.796  1.85     -1.473  2.40     -1.911
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          :       1.542            2.737            3.234
 
At 0.6 x L = 42.13 ft
Prestress      :       2.237  1.80      4.027  2.20      4.922
Self Wt.       :      -0.758  1.85     -1.403  2.40     -1.820
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          :       1.479            2.624            3.102
 
At 0.7 x L = 49.27 ft
Prestress      :       1.958  1.80      3.525  2.20      4.308
Self Wt.       :      -0.653  1.85     -1.207  2.40     -1.566
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          :       1.306            2.317            2.742
 
At 0.8 x L = 56.40 ft
Prestress      :       1.482  1.80      2.668  2.20      3.261
Self Wt.       :      -0.480  1.85     -0.888  2.40     -1.152
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          :       1.002            1.780            2.109
 
At 0.9 x L = 63.53 ft
Prestress      :       0.823  1.80      1.482  2.20      1.811
Self Wt.       :      -0.255  1.85     -0.472  2.40     -0.613
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          :       0.568            1.010            1.199
 

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
   533.0    36.6  3.395  263.4    3.2   2.70   2625.1  0.037T 1.00       -       -     -     -  
H/2     :   1.84
   424.4    36.5  2.841  264.5    2.7   2.27   2213.8  0.045T 1.00       -       -     -     -  
0.1L    :   6.47
  1380.4    37.3  4.245  262.0    3.9   3.35   3296.6  0.029T 1.00       -       -     -     -  
0.2L    :  13.60
  2552.0    38.4  5.208  260.5    4.8   4.09   4112.3  0.023T 1.00    373.2   373.2   11.02    -  
0.3L    :  20.73
  3355.3    39.6  5.208  260.8    4.8   4.10   4248.4  0.023T 1.00    251.8   251.8   16.87    -  
0.4L    :  27.87
  3832.8    40.7  5.208  261.0    4.8   4.10   4384.5  0.023T 1.00    185.3   185.3   23.67    -  
0.5L    :  35.00
  3961.2    40.7  5.208  261.0    4.8   4.10   4384.5  0.023T 1.00    159.1   159.1   27.55    -  
0.6L    :  42.13
  3832.8    40.7  5.208  261.0    4.8   4.10   4384.5  0.023T 1.00    185.3   185.3   23.67    -  
0.7L    :  49.27
  3355.3    39.6  5.208  260.8    4.8   4.10   4248.4  0.023T 1.00    251.8   251.8   16.87    -  
0.8L    :  56.40
  2552.0    38.4  5.208  260.5    4.8   4.09   4112.3  0.023T 1.00    373.2   373.2   11.02    -  
0.9L    :  63.53
  1380.4    37.3  4.245  262.0    3.9   3.35   3296.6  0.029T 1.00       -       -     -     -  
H/2     :  68.16
   424.4    36.5  2.841  264.5    2.7   2.27   2213.8  0.045T 1.00       -       -     -     -  
Transfer:  67.67
   533.0    36.6  3.395  263.4    3.2   2.70   2625.1  0.037T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.045
        M   2.00 Fb     0.202
 
  2   2 E  32.00 Ft     0.372
        M   4.00 Fb     0.160
 
  3   2 E  30.00 Ft     0.666
        M   2.00 Fb     0.145
 
  4   2 E   6.00 Ft     0.623
        M   6.00 Fb     0.424
 
  5   2 E   6.00 Ft     0.580
        M   6.00 Fb     0.703
 
  6   2 E   6.00 Ft     0.537
        M   6.00 Fb     0.982
 
  7   2 E   4.00 Ft     0.462
        M   4.00 Fb     1.289
 
  8   2 E   4.00 Ft     0.387
        M   4.00 Fb     1.595
 
  9   2 E   2.00 Ft     0.280
        M   2.00 Fb     1.930
 
 10   2 E   2.00 Ft     0.173
        M   2.00 Fb     2.264
 
 11   2 E   2.00 Ft     0.066
        M   2.00 Fb     2.599
 
 12   2 E   2.00 Ft    -0.041
        M   2.00 Fb     2.934
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 71.33            Release Length, ft: 71.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   4           No. of strands, Straight:  20
Concrete Strength, f'ci:   5.0  ksi        f'c:   5.5 ksi  f'ct   4.0 ksi
Initial losses:  7.50 %               Final losses: 13.83 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.934     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.041       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4384.46     3961.24     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.158     Midspan
    Pre.Top:   3.300  -0.000     Bearing    2.475   1.433     Midspan
    Pre.Bot:   3.300  -0.000     Bearing    2.475   2.374    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.446  -0.000     Bearing
    Pre.Bot:  -0.446  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.200   1.056     Midspan
    Pre.Bot:                                                             2.200   0.964    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.339  1.80      4.210  2.20      5.145
Self Wt.       :      -0.796  1.85     -1.473  2.40     -1.911
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          :       1.542            2.737            3.234
 
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

