 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTB65 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 65 feet, girder spacing is 9.25 feet, and deck overhang width is 3 feet 
                     and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) The hold down points are located at 0.35*(Beam Length) from the ends of the beam. 
                     (9) The beam lifting and supporting points are both assumed are 2 feet and 3.25 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 4.5 ksi and 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_694e.tmp\BTB65-0_35\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       44.000
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.834
Number of spans         =            1
Number of lanes         =            3
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       34.000
Bridge c/s,MI(Ixx), in4 =   1453494.75
 
SPAN DATA
---------
Precast length    , ft =     66.333
Bearing-to-bearing, ft =     65.000
Release span      , ft =     66.333
 
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      =      5.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4592.230        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      4.500 
Eci ,ksi      =   4435.310
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.35L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: YES
------------------------------------------------
Left Barrier Weight, klf                 0.650
Right Barrier Weight, klf                0.650
Left Curb Weight, klf                    0.000
Right Curb Weight, klf                   0.000
Left Sidewalk, klf                       0.000
Right Sidewalk, klf                      0.000
Future Wearing Surface, ksf              0.020
Sacrificial Wearing Surface, in          0.750
Stay in Place Deck Forms, klf            0.000
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.035    0.00       0.035   65.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   65.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   65.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   65.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   65.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   65.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   65.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   65.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   65.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   65.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   65.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   32.500
   1    2        0.500   32.500
   1    3        0.500   32.500
   1    4        0.500   32.500
   1    5        0.250   32.500
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   65.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   65.00   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    0.055     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              4.50 ksi 
  Elasticity          4435.3 ksi 
  Max comp              2.93 ksi 
  Max tens             -0.19 ksi 
  Max tens,  w/reinf   -0.51 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      5.00 ksi    4.00 ksi 
  Elasticity 4592.23 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.00 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.25 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    2.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.42 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    4.50        5.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    4.50        5.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 20 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 23.22 ft from member end )
 
END PATTERN (Ycg = 6.40 in):
 
  10 @  2.000 in 2 @  4.000 in 6 @  6.000 in 2 @ 32.000 in 
 
MID PATTERN (Ycg = 3.40 in):
(A) Draped:
 
  2 @  2.000 in    
 
(B) Straight:
 
  10 @  2.000 in 2 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    4.00  0.1250  2.1250 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.1250  4.1250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  4.1250  4.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.6667  9.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.1667 26.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 26.1670 28.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 28.6670 37.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 37.6663 40.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 40.1663 57.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 57.1667 61.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 61.6667 62.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 62.2083 64.2083 Yes       
       2 US#6[M19]  60.0  0.88    4.00 64.2083 66.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 66.2083 66.3333 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 66.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
 20 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 23.22 ft from member end )
 
END PATTERN (Ycg = 6.40 in):
 
  10 @  2.000 in 2 @  4.000 in 6 @  6.000 in 2 @ 32.000 in 
 
MID PATTERN (Ycg = 3.40 in):
(A) Draped:
 
  2 @  2.000 in    
 
(B) Straight:
 
  10 @  2.000 in 2 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    4.00  0.1250  2.1250 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.1250  4.1250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  4.1250  4.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.6667  9.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.1667 26.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 26.1670 28.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 28.6670 37.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 37.6663 40.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 40.1663 57.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 57.1667 61.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 61.6667 62.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 62.2083 64.2083 Yes       
       2 US#6[M19]  60.0  0.88    4.00 64.2083 66.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 66.2083 66.3333 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 66.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
 20 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 23.22 ft from member end )
 
END PATTERN (Ycg = 6.40 in):
 
  10 @  2.000 in 2 @  4.000 in 6 @  6.000 in 2 @ 32.000 in 
 
MID PATTERN (Ycg = 3.40 in):
(A) Draped:
 
  2 @  2.000 in    
 
(B) Straight:
 
  10 @  2.000 in 2 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  4.1250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  4.1250  4.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.6667  9.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.1667 26.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 26.1670 28.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 28.6670 37.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 37.6663 40.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 40.1663 57.1666 Yes       
       2 US#5[M16]  60.0  0.62    9.00 57.1666 61.6666 Yes       
       2 US#6[M19]  60.0  0.88    6.50 61.6666 62.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 62.2083 66.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 66.2083 66.3333 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 66.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
 20 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 23.22 ft from member end )
 
END PATTERN (Ycg = 6.40 in):
 
  10 @  2.000 in 2 @  4.000 in 6 @  6.000 in 2 @ 32.000 in 
 
MID PATTERN (Ycg = 3.40 in):
(A) Draped:
 
  2 @  2.000 in    
 
(B) Straight:
 
  10 @  2.000 in 2 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    4.00  0.1250  2.1250 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.1250  4.1250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  4.1250  4.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.6667  9.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.1667 26.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 26.1670 28.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 28.6670 37.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 37.6663 40.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 40.1663 57.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 57.1667 61.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 61.6667 62.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 62.2083 64.2083 Yes       
       2 US#6[M19]  60.0  0.88    4.00 64.2083 66.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 66.2083 66.3333 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 66.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
 20 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 23.22 ft from member end )
 
END PATTERN (Ycg = 6.40 in):
 
  10 @  2.000 in 2 @  4.000 in 6 @  6.000 in 2 @ 32.000 in 
 
MID PATTERN (Ycg = 3.40 in):
(A) Draped:
 
  2 @  2.000 in    
 
(B) Straight:
 
  10 @  2.000 in 2 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    4.00  0.1250  2.1250 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.1250  4.1250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  4.1250  4.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.6667  9.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.1667 26.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 26.1670 28.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 28.6670 37.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 37.6663 40.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 40.1663 57.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 57.1667 61.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 61.6667 62.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 62.2083 64.2083 Yes       
       2 US#6[M19]  60.0  0.88    4.00 64.2083 66.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 66.2083 66.3333 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 66.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 

Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Manual input)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   65.00
     DC  Line       0.052      0.00       0.052   65.00
     DC  Line       0.076      0.00       0.076   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    32.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.333 ft
Release length = 66.333 ft
Design  length = 65.000 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)  : 0.743   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.958   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.056   (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           1349.5 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           283735 in4#
Ht. of c.g.           =        17.14 in             29.45 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 = 0.9290

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     5.97    12.60    19.23    25.87    32.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    636.9    655.2    651.4    655.2    655.2    655.2    655.2    655.2
  Yb      ,  in    17.05    16.74    16.81    16.72    16.69    16.66    16.65    16.65
  MI(Ixx) , in4   100588   102791   102319   103033   103501   104003   104266   104266
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1354.5   1372.1   1368.4   1372.1   1372.1   1372.1   1372.1   1372.1
  Yb      ,  in    29.36    29.06    29.13    29.06    29.04    29.03    29.02    29.02
  MI(Ixx) , in4   286413   295943   293923   296437   297364   298323   298816   298816

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.19 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 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           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  20 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 23.22 ft from member end )
END PATTERN (Ycg = 6.40 in):
    10 @  2.000 in     2 @  4.000 in     6 @  6.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.40 in):
(A) Draped:
     2 @  2.000 in
(B) Straight:
    10 @  2.000 in     2 @  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     =    4.34 in2      Initial Pull          =      850.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.916 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.895 ft
Holddown Force        =   9.108 kips     Beam Shrtng (PL/AE)   =      0.234 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)       
-------------------------------------------------------------------------------------
      1327.203         740 982.130     10.777 43648.785   639.579     419.884        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       4.00       0.1250      2.1250    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.1250      4.1250    Yes
      2      US#6[M19]       60.00        0.88       6.50       4.1250      4.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.6667      9.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.1667     26.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      26.1670     28.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      28.6670     37.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      37.6663     40.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      40.1663     57.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      57.1667     61.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      61.6667     62.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      62.2083     64.2083    Yes
      2      US#6[M19]       60.00        0.88       4.00      64.2083     66.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      66.2083     66.3333     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 66.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.3400 in2       Ycg =  3.40 in
         P_init    =      850.7 kips  Ecc = 13.74 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.97 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.019 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.88 ksi    0.00 ksi
    due to Composite Loads                                 -1.55 ksi    0.00 ksi
    due to Live Loads                                      -6.22 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                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.24 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.97 ksi  ( 6.62 %)            12.91 ksi ( 6.58 %)
Total Prestress Losses                                    25.88 ksi (13.20 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.1 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 : 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    48.1    38.3   115.9   217.2   289.6   333.0   347.5
(Max)       V      21.4    19.9    20.2    17.5    13.1     8.7     4.4     0.0
DL-Prec.  : M       0.0    12.0     9.5    28.8    54.0    72.0    82.8    86.4
DC(Max)     V       5.3     4.9     5.0     4.3     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    58.8    46.9   141.7   265.7   354.2   407.3   425.0
Haunch (Max)V      26.2    24.3    24.7    21.4    16.0    10.7     5.3     0.0
Diaphragm : M       0.0     0.3     0.2     0.7     1.6     2.4     3.2     4.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.6    17.2    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.1     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9     9.5    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     5.0     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   182.4   145.4   435.9   802.7  1045.2  1187.9  1217.4
            V     108.5   103.0   104.2    94.4    79.8    65.2    46.7    32.1
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   108.5   103.0   104.2    94.4    80.4    67.0    54.0    41.5
            M      -0.0   186.0   148.6   435.9   767.8   976.7  1059.4  1022.6
Total     : M+      0.0   335.2   267.1   804.0  1492.8  1965.6  2246.7  2323.0
            V     176.5   166.1   168.2   149.9   121.4    93.0    60.6    32.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   176.5   166.1   168.2   149.9   122.0    94.8    68.0    41.6
            M      -0.0   338.8   270.3   804.0  1458.0  1897.1  2118.3  2128.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   63.16   62.67   65.00
Self wt.  : M     333.0   289.6   217.2   115.9    38.3    48.1     0.0
(Max)       V       4.4     8.7    13.1    17.5    20.2    19.9    21.4
DL-Prec.  : M      82.8    72.0    54.0    28.8     9.5    12.0     0.0
DC(Max)     V       1.1     2.2     3.3     4.3     5.0     4.9     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     407.3   354.2   265.7   141.7    46.9    58.8     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.7    24.3    26.2
Diaphragm : M       3.2     2.4     1.6     0.7     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     149.8   130.3    97.7    52.1    17.2    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.1     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8     9.5    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     5.0     4.9     5.3
LL + I    : M+   1187.9  1045.2   802.7   435.9   145.4   182.4     0.0
            V      46.7    65.2    79.8    94.4   104.2   103.0   108.5
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    54.0    67.0    80.4    94.4   104.2   103.0   108.5
            M    1059.4   976.7   767.8   435.9   148.6   186.0     0.0
Total     : M+   2246.7  1965.6  1492.8   804.0   267.1   335.2     0.0
            V      60.6    93.0   121.4   149.9   168.2   166.1   176.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    68.0    94.8   122.0   149.9   168.2   166.1   176.5
            M    2118.3  1897.1  1458.0   804.0   270.3   338.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.4             21.4
Deck+Haunch            26.2             26.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           48.1             48.1
DL-Comp.(DW)           26.5             26.5
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    48.1    38.3   115.9   217.2   289.6   333.0   347.5
(Max)       V      21.4    19.9    20.2    17.5    13.1     8.7     4.4     0.0
DL-Prec.  : M       0.0    12.0     9.5    28.8    54.0    72.0    82.8    86.4
DC(Max)     V       5.3     4.9     5.0     4.3     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    58.8    46.9   141.7   265.7   354.2   407.3   425.0
Haunch (Max)V      26.2    24.3    24.7    21.4    16.0    10.7     5.3     0.0
Diaphragm : M       0.0     0.3     0.2     0.7     1.6     2.4     3.2     4.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.6    17.2    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.1     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9     9.5    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     5.0     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   146.0   116.3   348.8   642.1   836.2   950.3   973.9
            V      86.8    82.4    83.3    75.5    63.8    52.2    37.3    25.6
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    86.8    82.4    83.3    75.5    64.3    53.6    43.2    33.2
            M      -0.0   148.8   118.9   348.8   614.3   781.4   847.5   818.1
Total     : M+      0.0   298.7   238.0   716.8  1332.3  1756.6  2009.2  2079.5
            V     154.7   145.5   147.4   131.0   105.5    80.0    51.3    25.8
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   154.7   145.5   147.4   131.0   106.0    81.4    57.2    33.3
            M      -0.0   301.6   240.6   716.8  1304.4  1701.7  1906.4  1923.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   63.16   62.67   65.00
Self wt.  : M     333.0   289.6   217.2   115.9    38.3    48.1     0.0
(Max)       V       4.4     8.7    13.1    17.5    20.2    19.9    21.4
DL-Prec.  : M      82.8    72.0    54.0    28.8     9.5    12.0     0.0
DC(Max)     V       1.1     2.2     3.3     4.3     5.0     4.9     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     407.3   354.2   265.7   141.7    46.9    58.8     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.7    24.3    26.2
Diaphragm : M       3.2     2.4     1.6     0.7     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     149.8   130.3    97.7    52.1    17.2    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.1     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8     9.5    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     5.0     4.9     5.3
LL + I    : M+    950.3   836.2   642.1   348.8   116.3   146.0     0.0
            V      37.3    52.2    63.8    75.5    83.3    82.4    86.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    43.2    53.6    64.3    75.5    83.3    82.4    86.8
            M     847.5   781.4   614.3   348.8   118.9   148.8     0.0
Total     : M+   2009.2  1756.6  1332.3   716.8   238.0   298.7     0.0
            V      51.3    80.0   105.5   131.0   147.4   145.5   154.7
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    57.2    81.4   106.0   131.0   147.4   145.5   154.7
            M    1906.4  1701.7  1304.4   716.8   240.6   301.6     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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    60.1    47.9   144.9   271.5   362.0   416.3   434.4
(Max)       V      26.7    24.8    25.2    21.8    16.4    10.9     5.5     0.0
Self wt.  : M       0.0    43.3    34.5   104.3   195.5   260.6   299.7   312.8
(Min)       V      19.2    17.9    18.2    15.7    11.8     7.9     3.9     0.0
DL-Prec.  : M       0.0    14.9    11.9    36.0    67.5    90.0   103.5   108.0
DC(Max)     V       6.6     6.2     6.3     5.4     4.1     2.7     1.4     0.0
DL-Prec.  : M       0.0    10.8     8.6    25.9    48.6    64.8    74.5    77.7
DC(Min)     V       4.8     4.4     4.5     3.9     2.9     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    73.6    58.6   177.2   332.1   442.8   509.2   531.3
Haunch (Max)V      32.7    30.3    30.8    26.7    20.0    13.3     6.7     0.0
Deck +    : M       0.0    53.0    42.2   127.6   239.1   318.8   366.6   382.5
Haunch (Min)V      23.5    21.9    22.2    19.2    14.4     9.6     4.8     0.0
Diaphragm : M       0.0     0.4     0.3     0.9     2.0     3.0     4.0     5.1
(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     1.4     2.2     2.9     3.7
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    27.1    21.5    65.2   122.1   162.8   187.3   195.4
DC(Max)     V      12.0    11.2    11.3     9.8     7.4     4.9     2.5     0.0
DL-Comp   : M       0.0    19.5    15.5    46.9    87.9   117.2   134.8   140.7
DC(Min)     V       8.7     8.0     8.2     7.1     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    17.9    14.3    43.1    80.9   107.8   124.0   129.4
DW(Max)     V       8.0     7.4     7.5     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0     7.8     6.2    18.7    35.0    46.7    53.7    56.1
DW(Min)     V       3.5     3.2     3.3     2.8     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   319.3   254.5   762.9  1404.7  1829.2  2078.7  2130.5
            V     189.9   180.3   182.3   165.2   139.7   114.1    81.6    56.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   189.9   180.3   182.3   165.2   140.7   117.3    94.6    72.7
            M      -0.0   325.5   260.1   762.9  1343.7  1709.2  1854.0  1789.6
Total     : M+      0.0   513.2   409.0  1230.2  2280.8  2997.6  3423.0  3534.0
            V     276.2   260.3   263.6   235.6   192.5   149.4    99.4    56.3
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   276.2   260.3   263.6   235.6   193.6   152.6   112.3    72.8
            M      -0.0   519.4   414.5  1230.2  2219.8  2877.7  3198.3  3193.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   63.16   62.67   65.00
Self wt.  : M     416.3   362.0   271.5   144.9    47.9    60.1     0.0
(Max)       V       5.5    10.9    16.4    21.8    25.2    24.8    26.7
Self wt.  : M     299.7   260.6   195.5   104.3    34.5    43.3     0.0
(Min)       V       3.9     7.9    11.8    15.7    18.2    17.9    19.2
DL-Prec.  : M     103.5    90.0    67.5    36.0    11.9    14.9     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.3     6.2     6.6
DL-Prec.  : M      74.5    64.8    48.6    25.9     8.6    10.8     0.0
DC(Min)     V       1.0     2.0     2.9     3.9     4.5     4.4     4.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     509.2   442.8   332.1   177.2    58.6    73.6     0.0
Haunch (Max)V       6.7    13.3    20.0    26.7    30.8    30.3    32.7
Deck +    : M     366.6   318.8   239.1   127.6    42.2    53.0     0.0
Haunch (Min)V       4.8     9.6    14.4    19.2    22.2    21.9    23.5
Diaphragm : M       4.0     3.0     2.0     0.9     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.9     2.2     1.4     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     187.3   162.8   122.1    65.2    21.5    27.1     0.0
DC(Max)     V       2.5     4.9     7.4     9.8    11.3    11.2    12.0
DL-Comp   : M     134.8   117.2    87.9    46.9    15.5    19.5     0.0
DC(Min)     V       1.8     3.5     5.3     7.1     8.2     8.0     8.7
DL-Comp   : M     124.0   107.8    80.9    43.1    14.3    17.9     0.0
DW(Max)     V       1.6     3.3     4.9     6.5     7.5     7.4     8.0
DL-Comp   : M      53.7    46.7    35.0    18.7     6.2     7.8     0.0
DW(Min)     V       0.7     1.4     2.1     2.8     3.3     3.2     3.5
LL + I    : M+   2078.7  1829.2  1404.7   762.9   254.5   319.3     0.0
            V      81.6   114.1   139.7   165.2   182.3   180.3   189.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    94.6   117.3   140.7   165.2   182.3   180.3   189.9
            M    1854.0  1709.2  1343.7   762.9   260.1   325.5     0.0
Total     : M+   3423.0  2997.6  2280.8  1230.2   409.0   513.2     0.0
            V      99.4   149.4   192.5   235.6   263.6   260.3   276.2
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   112.3   152.6   193.6   235.6   263.6   260.3   276.2
            M    3198.3  2877.7  2219.8  1230.2   414.5   519.4     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               26.7             26.7
Deck+Haunch            32.7             32.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            6.6              6.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           60.1             60.1
DL-Comp.(DW)           39.8             39.8
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
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, 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    48.1    38.3   115.9   217.2   289.6   333.0   347.5
(Max)       V      21.4    19.9    20.2    17.5    13.1     8.7     4.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    12.0     9.5    28.8    54.0    72.0    82.8    86.4
DC(Max)     V       5.3     4.9     5.0     4.3     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    58.8    46.9   141.7   265.7   354.2   407.3   425.0
Haunch (Max)V      26.2    24.3    24.7    21.4    16.0    10.7     5.3     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     0.7     1.6     2.4     3.2     4.1
(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    21.6    17.2    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.1     7.9     5.9     3.9     2.0     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    11.9     9.5    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     5.0     4.3     3.3     2.2     1.1     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   182.4   145.7   428.6   759.1   979.9  1077.2  1020.8
            V     110.1   104.1   105.4    94.8    79.5    62.4    47.1    36.2
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   110.1   104.1   105.4    94.8    79.5    64.2    50.2    38.8
            M       0.0   182.4   145.7   428.6   759.1   935.7   984.2   956.4
Total     : M+      0.0   335.2   267.4   796.7  1449.2  1900.2  2136.1  2126.4
            V     178.0   167.2   169.4   150.3   121.1    90.2    61.0    36.3
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   178.0   167.2   169.4   150.3   121.1    92.0    64.2    39.0
            M       0.0   335.2   267.4   796.7  1449.2  1856.1  2043.0  2062.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   63.16   62.67   65.00
Self wt.  : M     333.0   289.6   217.2   115.9    38.3    48.1     0.0
(Max)       V       4.4     8.7    13.1    17.5    20.2    19.9    21.4
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      82.8    72.0    54.0    28.8     9.5    12.0     0.0
DC(Max)     V       1.1     2.2     3.3     4.3     5.0     4.9     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     407.3   354.2   265.7   141.7    46.9    58.8     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.7    24.3    26.2
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       3.2     2.4     1.6     0.7     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     149.8   130.3    97.7    52.1    17.2    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.1     8.9     9.6
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      82.7    71.9    53.9    28.8     9.5    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     5.0     4.9     5.3
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+   1077.2   979.9   759.0   428.6   145.7   182.4     0.0
            V      47.1    62.4    79.5    94.8   105.4   104.1   110.1
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    50.2    64.2    79.5    94.8   105.4   104.1   110.1
            M     984.2   935.7   759.0   428.6   145.7   182.4     0.0
Total     : M+   2136.1  1900.2  1449.2   796.7   267.4   335.2     0.0
            V      61.0    90.2   121.1   150.3   169.4   167.2   178.0
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    64.2    92.0   121.1   150.3   169.4   167.2   178.0
            M    2043.0  1856.1  1449.2   796.7   267.4   335.2     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17   23.22
 
Beam-Self
Precast-top    0.141   0.293   0.519   0.678   0.774   0.806   0.734 
Bottom        -0.122  -0.254  -0.448  -0.584  -0.666  -0.693  -0.632 
 
Prestress
Precast-top   -0.412  -0.481  -0.607  -0.732  -0.793  -0.793  -0.793 
Bottom         2.785   2.842   2.946   3.047   3.097   3.097   3.097 
 
Total
Precast-top   -0.271  -0.189  -0.089  -0.053  -0.019   0.013  -0.059 
Bottom         2.662   2.588   2.497   2.463   2.432   2.404   2.466 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.04 %)
             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    5.97   12.60   19.23   25.87   32.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.015   0.046   0.086   0.115   0.132   0.138 
Precast-top   -0.074  -0.081  -0.075   0.249   0.720   1.023   1.216   1.300 
Bottom         0.557   2.149   1.823   1.817   1.342   1.033   0.840   0.758 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17   23.22
 
Beam-Self
Precast-top    0.141   0.293   0.519   0.678   0.774   0.806   0.734 
Bottom        -0.122  -0.254  -0.448  -0.584  -0.666  -0.693  -0.632 
 
Prestress
Precast-top   -0.412  -0.481  -0.607  -0.732  -0.793  -0.793  -0.793 
Bottom         2.785   2.842   2.946   3.047   3.097   3.097   3.097 
 
Total
Precast-top   -0.271  -0.189  -0.089  -0.053  -0.019   0.013  -0.059 
Bottom         2.662   2.588   2.497   2.463   2.432   2.404   2.466 
 
As_top  , in2  0.511   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.04 %)
             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    5.97   12.60   19.23   25.87   32.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 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    5.97   12.60   19.23   25.87   32.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.114   0.091   0.268   0.476   0.615   0.678   0.649 
Precast-top   -0.037   0.011   0.004   0.245   0.573   0.786   0.910   0.936 
Bottom         0.279   0.860   0.738   0.404  -0.219  -0.627  -0.836  -0.811 
 

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
    276.2    6.5   40.7    0.564   1.8   6.00e-3 50.0    288.9     1.703    2.640      0.00
      0.0    0.5   40.4     42.0 0.232      16.2 0.87    12.00     0.092    1.077 
Transfer:   3.00
    260.3    6.5   40.7    2.536   7.9   0.35e-3 30.2    212.3     0.625    1.760      0.00
    519.4    2.3   39.6    189.0 0.219      69.1 3.80    12.00     0.092    1.139 
Critical:   3.96
    253.7    6.5   40.7    2.687   7.9  -0.01e-3 29.0    186.5     0.523    1.760      0.00
    705.1    2.4   39.5    189.0 0.213      87.5 4.82    12.00     0.092    1.167 
0.1L    :   6.63
    235.6    6.5   40.7    3.095   7.9   0.21e-3 29.7    178.8     0.519    0.827      0.00
   1230.2    2.7   39.3    189.0 0.199      75.1 4.16    12.00     0.092    1.251 
0.2L    :  13.27
    193.6    6.5   39.6    4.340   7.9   0.56e-3 31.0    148.4     0.470    0.620      0.00
   2219.8    3.4   37.8    189.0 0.168      58.8 3.38    12.00     0.092    1.219 
0.3L    :  19.90
    152.6    6.5   40.4    4.340   7.9   1.75e-3 35.1    124.7     0.453    0.620      0.00
   2877.7    3.4   38.7    189.0 0.128      36.9 2.07    12.00     0.092    1.270 
0.4L    :  26.53
    112.3    6.5   40.8    4.340   0.0   2.21e-3 36.7     92.3     0.352    0.496      0.00
   3198.3    3.4   39.1    189.0 0.098      32.5 1.81    24.00     0.092    1.303 
0.5L    :  33.17
     72.8    6.5   40.8    4.340   0.0   1.87e-3 35.6     45.0     0.165    0.413      0.00
   3193.2    3.4   39.1    189.0 0.064      35.9 2.00    24.00     0.092    1.842 
0.6L    :  39.80
    112.3    6.5   40.8    4.340   0.0   2.21e-3 36.7     92.3     0.352    0.496      0.00
   3198.3    3.4   39.1    189.0 0.098      32.5 1.81    24.00     0.092    1.303 
0.7L    :  46.43
    152.6    6.5   40.4    4.340   7.9   1.75e-3 35.1    124.7     0.453    0.620      0.00
   2877.7    3.4   38.7    189.0 0.128      36.9 2.07    12.00     0.092    1.270 
0.8L    :  53.07
    193.6    6.5   39.6    4.340   7.9   0.56e-3 31.0    148.4     0.470    0.620      0.00
   2219.8    3.4   37.8    189.0 0.168      58.8 3.38    12.00     0.092    1.219 
0.9L    :  59.70
    235.6    6.5   40.7    3.095   7.9   0.21e-3 29.7    178.8     0.519    0.827      0.00
   1230.2    2.7   39.3    189.0 0.199      75.1 4.16    12.00     0.092    1.251 
Critical:  62.37
    253.7    6.5   40.7    2.687   7.9  -0.01e-3 29.0    186.5     0.523    1.760      0.00
    705.1    2.4   39.5    189.0 0.213      87.5 4.82    12.00     0.092    1.167 
Transfer:  63.33
    260.3    6.5   40.7    2.536   7.9   0.35e-3 30.2    212.3     0.625    1.760      0.00
    519.4    2.3   39.6    189.0 0.219      69.1 3.80    12.00     0.092    1.139 
Bearing :  65.67
    276.2    6.5   40.7    0.564   1.8   6.00e-3 50.0    288.9     1.703    2.640      0.00
      0.0    0.5   40.4     42.0 0.232      16.2 0.87    12.00     0.092    1.077 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  850.73
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    1.70
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 1
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    276.2      7.59     40.69    0.51       40.44    24.00      0.300      1.779      0.000      2.640 
Transfer:      2.33
    260.3      7.31     40.69    2.25       39.57    24.00      0.300      1.687      0.000      1.760 
Critical:      3.29
    253.8      7.14     40.69    2.38       39.50    24.00      0.300      1.630      0.000      1.760 
0.1L    :      5.97
    235.6      6.66     40.69    2.74       39.33    24.00      0.300      1.469      0.000      0.827 
0.2L    :     12.60
    193.6      5.68     39.56    3.43       37.85    24.00      0.300      1.144      0.000      0.620 
0.3L    :     19.23
    152.6      4.38     40.42    3.44       38.70    24.00      0.300      0.710      0.000      0.620 
0.4L    :     25.87
    112.3      3.19     40.85    3.44       39.13    24.00      0.300      0.313      0.000      0.496 
0.5L    :     32.50
     72.8      2.07     40.85    3.44       39.13    24.00      0.300      0.000      0.000      0.413 
0.6L    :     39.13
    112.3      3.19     40.85    3.44       39.13    24.00      0.300      0.313      0.000      0.496 
0.7L    :     45.77
    152.6      4.38     40.42    3.44       38.70    24.00      0.300      0.710      0.000      0.620 
0.8L    :     52.40
    193.6      5.68     39.56    3.43       37.85    24.00      0.300      1.144      0.000      0.620 
0.9L    :     59.03
    235.6      6.66     40.69    2.74       39.33    24.00      0.300      1.469      0.000      0.827 
Critical:     61.71
    253.8      7.14     40.69    2.38       39.50    24.00      0.300      1.630      0.000      1.760 
Transfer:     62.67
    260.3      7.31     40.69    2.25       39.57    24.00      0.300      1.687      0.000      1.760 
Bearing :     65.00
    276.2      7.59     40.69    0.51       40.44    24.00      0.300      1.779      0.000      2.640 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.97 ft
Prestress      :       0.655  1.80      1.179  2.20      1.441
Self Wt.       :      -0.197  1.85     -0.364  2.40     -0.473
Deck + Haunch  :                       -0.197  2.30     -0.454
DL-Prec. (DC)  :                       -0.040  3.00     -0.120
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.025  3.00     -0.076
DL-Comp. (DW)  :                       -0.014  3.00     -0.042
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 12.60 ft
Prestress      :       1.175  1.80      2.116  2.20      2.586
Self Wt.       :      -0.371  1.85     -0.686  2.40     -0.890
Deck + Haunch  :                       -0.393  2.30     -0.904
DL-Prec. (DC)  :                       -0.080  3.00     -0.240
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.050  3.00     -0.151
DL-Comp. (DW)  :                       -0.028  3.00     -0.083
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 19.23 ft
Prestress      :       1.549  1.80      2.787  2.20      3.407
Self Wt.       :      -0.505  1.85     -0.935  2.40     -1.213
Deck + Haunch  :                       -0.545  2.30     -1.254
DL-Prec. (DC)  :                       -0.111  3.00     -0.332
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.070  3.00     -0.210
DL-Comp. (DW)  :                       -0.039  3.00     -0.116
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 25.87 ft
Prestress      :       1.774  1.80      3.194  2.20      3.903
Self Wt.       :      -0.590  1.85     -1.092  2.40     -1.417
Deck + Haunch  :                       -0.642  2.30     -1.476
DL-Prec. (DC)  :                       -0.130  3.00     -0.391
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.082  3.00     -0.247
DL-Comp. (DW)  :                       -0.045  3.00     -0.136
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 32.50 ft
Prestress      :       1.851  1.80      3.332  2.20      4.073
Self Wt.       :      -0.620  1.85     -1.147  2.40     -1.488
Deck + Haunch  :                       -0.675  2.30     -1.553
DL-Prec. (DC)  :                       -0.137  3.00     -0.412
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.087  3.00     -0.260
DL-Comp. (DW)  :                       -0.048  3.00     -0.143
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 39.13 ft
Prestress      :       1.774  1.80      3.194  2.20      3.903
Self Wt.       :      -0.590  1.85     -1.092  2.40     -1.417
Deck + Haunch  :                       -0.642  2.30     -1.476
DL-Prec. (DC)  :                       -0.130  3.00     -0.391
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.082  3.00     -0.247
DL-Comp. (DW)  :                       -0.045  3.00     -0.136
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 45.77 ft
Prestress      :       1.549  1.80      2.787  2.20      3.407
Self Wt.       :      -0.505  1.85     -0.935  2.40     -1.213
Deck + Haunch  :                       -0.545  2.30     -1.254
DL-Prec. (DC)  :                       -0.111  3.00     -0.332
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.070  3.00     -0.210
DL-Comp. (DW)  :                       -0.039  3.00     -0.116
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 52.40 ft
Prestress      :       1.175  1.80      2.116  2.20      2.586
Self Wt.       :      -0.371  1.85     -0.686  2.40     -0.890
Deck + Haunch  :                       -0.393  2.30     -0.904
DL-Prec. (DC)  :                       -0.080  3.00     -0.240
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.050  3.00     -0.151
DL-Comp. (DW)  :                       -0.028  3.00     -0.083
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 59.03 ft
Prestress      :       0.655  1.80      1.179  2.20      1.441
Self Wt.       :      -0.197  1.85     -0.364  2.40     -0.473
Deck + Haunch  :                       -0.197  2.30     -0.454
DL-Prec. (DC)  :                       -0.040  3.00     -0.120
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.025  3.00     -0.076
DL-Comp. (DW)  :                       -0.014  3.00     -0.042
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 1,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.33
   513.2    38.2  2.818  264.8    2.6   2.25   2307.7  0.045T 1.00       -       -     -     -  
H/2     :   1.84
   409.0    38.2  2.358  265.6    2.2   1.89   1943.3  0.054T 1.00       -       -     -     -  
0.1L    :   5.97
  1230.2    38.7  3.438  263.7    3.2   2.74   2821.5  0.036T 1.00       -       -     -     -  
0.2L    :  12.60
  2280.8    39.6  4.340  262.3    4.0   3.43   3590.1  0.028T 1.00    381.9   381.9    9.40    -  
0.3L    :  19.23
  2997.6    40.4  4.340  262.4    4.0   3.44   3673.6  0.028T 1.00    271.1   271.1   13.55    -  
0.4L    :  25.87
  3423.0    40.8  4.340  262.5    4.0   3.44   3715.3  0.028T 1.00    204.7   204.7   18.15    -  
0.5L    :  32.50
  3534.0    40.8  4.340  262.5    4.0   3.44   3715.3  0.028T 1.00    181.1   181.1   20.51    -  
0.6L    :  39.13
  3423.0    40.8  4.340  262.5    4.0   3.44   3715.3  0.028T 1.00    204.7   204.7   18.15    -  
0.7L    :  45.77
  2997.6    40.4  4.340  262.4    4.0   3.44   3673.6  0.028T 1.00    271.1   271.1   13.55    -  
0.8L    :  52.40
  2280.8    39.6  4.340  262.3    4.0   3.43   3590.1  0.028T 1.00    381.9   381.9    9.40    -  
0.9L    :  59.03
  1230.2    38.7  3.438  263.7    3.2   2.74   2821.5  0.036T 1.00       -       -     -     -  
H/2     :  63.16
   409.0    38.2  2.358  265.6    2.2   1.89   1943.3  0.054T 1.00       -       -     -     -  
Transfer:  62.67
   513.2    38.2  2.818  264.8    2.6   2.25   2307.7  0.045T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 1; Groups 1-10; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.036
        M   2.00 Fb     0.212
 
  2   2 E  32.00 Ft     0.347
        M   2.00 Fb     0.184
 
  3   2 E   6.00 Ft     0.306
        M   6.00 Fb     0.462
 
  4   2 E   6.00 Ft     0.264
        M   6.00 Fb     0.741
 
  5   2 E   6.00 Ft     0.223
        M   6.00 Fb     1.020
 
  6   2 E   4.00 Ft     0.150
        M   4.00 Fb     1.326
 
  7   2 E   2.00 Ft     0.044
        M   2.00 Fb     1.660
 
  8   2 E   2.00 Ft    -0.061
        M   2.00 Fb     1.994
 
  9   2 E   2.00 Ft    -0.166
        M   2.00 Fb     2.328
 
 10   2 E   2.00 Ft    -0.271
        M   2.00 Fb     2.662
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 66.33            Release Length, ft: 66.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  20
No. of strands, Draped:   2           No. of strands, Straight:  18
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  6.62 %               Final losses: 13.20 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       2.662     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.271       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3715.30     3534.04     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   0.138     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.300     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   2.149    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.936     Midspan
    Pre.Bot:                                                             2.000   0.860    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.851  1.80      3.332  2.20      4.073
Self Wt.       :      -0.620  1.85     -1.147  2.40     -1.488
Deck + Haunch  :                       -0.675  2.30     -1.553
DL-Prec. (DC)  :                       -0.137  3.00     -0.412
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.087  3.00     -0.260
DL-Comp. (DW)  :                       -0.048  3.00     -0.143
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (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   65.00
     DC  Line       0.087      0.00       0.087   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    32.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.333 ft
Release length = 66.333 ft
Design  length = 65.000 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)  : 0.759   (Calculated)    
Live Moment (1  lane  loaded)  : 0.543   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.206   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.965   (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           1446.7 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           295043 in4#
Ht. of c.g.           =        17.14 in             30.18 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 = 0.9290

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     5.97    12.60    19.23    25.87    32.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    636.9    655.2    651.4    655.2    655.2    655.2    655.2    655.2
  Yb      ,  in    17.05    16.74    16.81    16.72    16.69    16.66    16.65    16.65
  MI(Ixx) , in4   100588   102791   102319   103033   103501   104003   104266   104266
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1451.7   1469.3   1465.6   1469.3   1469.3   1469.3   1469.3   1469.3
  Yb      ,  in    30.10    29.81    29.87    29.81    29.79    29.78    29.77    29.77
  MI(Ixx) , in4   297894   308041   305890   308551   309507   310496   311003   311003

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.19 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 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           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  20 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 23.22 ft from member end )
END PATTERN (Ycg = 6.40 in):
    10 @  2.000 in     2 @  4.000 in     6 @  6.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.40 in):
(A) Draped:
     2 @  2.000 in
(B) Straight:
    10 @  2.000 in     2 @  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     =    4.34 in2      Initial Pull          =      850.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.986 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.983 ft
Holddown Force        =   9.108 kips     Beam Shrtng (PL/AE)   =      0.234 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)       
-------------------------------------------------------------------------------------
      1327.203         740 982.130     10.777 43648.785   639.579     419.884        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       4.00       0.1250      2.1250    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.1250      4.1250    Yes
      2      US#6[M19]       60.00        0.88       6.50       4.1250      4.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.6667      9.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.1667     26.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      26.1670     28.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      28.6670     37.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      37.6663     40.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      40.1663     57.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      57.1667     61.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      61.6667     62.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      62.2083     64.2083    Yes
      2      US#6[M19]       60.00        0.88       4.00      64.2083     66.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      66.2083     66.3333     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 66.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.3400 in2       Ycg =  3.40 in
         P_init    =      850.7 kips  Ecc = 13.74 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.97 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.019 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.25 ksi    0.00 ksi
    due to Composite Loads                                 -1.53 ksi    0.00 ksi
    due to Live Loads                                      -5.83 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                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.24 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.97 ksi  ( 6.62 %)            12.93 ksi ( 6.60 %)
Total Prestress Losses                                    25.91 ksi (13.22 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.1 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    48.1    38.3   115.9   217.2   289.6   333.0   347.5
(Max)       V      21.4    19.9    20.2    17.5    13.1     8.7     4.4     0.0
DL-Prec.  : M       0.0     8.9     7.1    21.5    40.3    53.7    61.8    64.5
DC(Max)     V       4.0     3.7     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    66.8    53.2   160.9   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    28.0    24.2    18.2    12.1     6.1     0.0
Diaphragm : M       0.0     0.6     0.5     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    21.6    17.2    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.1     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9     9.5    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     5.0     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   173.0   137.9   413.5   761.3   991.4  1126.7  1154.7
            V     124.0   117.7   119.0   107.8    91.2    74.5    53.3    36.6
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   124.0   117.7   119.0   107.8    91.8    76.5    61.7    47.4
            M      -0.0   176.4   140.9   413.5   728.3   926.4  1004.8   969.9
Total     : M+      0.0   331.1   263.8   794.2  1475.3  1943.9  2222.9  2300.0
            V     194.2   182.9   185.2   165.2   134.3   103.3    67.8    36.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   194.2   182.9   185.2   165.2   134.9   105.4    76.3    47.7
            M      -0.0   334.4   266.8   794.2  1442.3  1878.9  2101.1  2115.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   63.16   62.67   65.00
Self wt.  : M     333.0   289.6   217.2   115.9    38.3    48.1     0.0
(Max)       V       4.4     8.7    13.1    17.5    20.2    19.9    21.4
DL-Prec.  : M      61.8    53.7    40.3    21.5     7.1     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     462.5   402.2   301.7   160.9    53.2    66.8     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    28.0    27.6    29.7
Diaphragm : M       6.5     4.8     3.2     1.5     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     149.8   130.3    97.7    52.1    17.2    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.1     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8     9.5    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     5.0     4.9     5.3
LL + I    : M+   1126.7   991.4   761.3   413.5   137.9   173.0     0.0
            V      53.3    74.5    91.2   107.8   119.0   117.7   124.0
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    61.7    76.5    91.8   107.8   119.0   117.7   124.0
            M    1004.8   926.4   728.3   413.5   140.9   176.4     0.0
Total     : M+   2222.9  1943.9  1475.3   794.2   263.8   331.1     0.0
            V      67.8   103.3   134.3   165.2   185.2   182.9   194.2
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    76.3   105.4   134.9   165.2   185.2   182.9   194.2
            M    2101.1  1878.9  1442.3   794.2   266.8   334.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.4             21.4
Deck+Haunch            29.7             29.7
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.0              4.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           48.1             48.1
DL-Comp.(DW)           26.5             26.5
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    48.1    38.3   115.9   217.2   289.6   333.0   347.5
(Max)       V      21.4    19.9    20.2    17.5    13.1     8.7     4.4     0.0
DL-Prec.  : M       0.0     8.9     7.1    21.5    40.3    53.7    61.8    64.5
DC(Max)     V       4.0     3.7     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    66.8    53.2   160.9   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    28.0    24.2    18.2    12.1     6.1     0.0
Diaphragm : M       0.0     0.6     0.5     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    21.6    17.2    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.1     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9     9.5    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     5.0     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   138.4   110.4   330.8   609.1   793.1   901.3   923.8
            V      99.2    94.1    95.2    86.3    72.9    59.6    42.6    29.3
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    99.2    94.1    95.2    86.3    73.5    61.2    49.4    37.9
            M      -0.0   141.1   112.8   330.8   582.6   741.1   803.9   776.0
Total     : M+      0.0   296.4   236.2   711.5  1323.0  1745.6  1997.6  2069.1
            V     169.4   159.3   161.4   143.6   116.0    88.4    57.2    29.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   169.4   159.3   161.4   143.6   116.6    90.0    63.9    38.2
            M      -0.0   299.1   238.6   711.5  1296.6  1693.6  1900.2  1921.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   63.16   62.67   65.00
Self wt.  : M     333.0   289.6   217.2   115.9    38.3    48.1     0.0
(Max)       V       4.4     8.7    13.1    17.5    20.2    19.9    21.4
DL-Prec.  : M      61.8    53.7    40.3    21.5     7.1     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     462.5   402.2   301.7   160.9    53.2    66.8     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    28.0    27.6    29.7
Diaphragm : M       6.5     4.8     3.2     1.5     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     149.8   130.3    97.7    52.1    17.2    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.1     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8     9.5    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     5.0     4.9     5.3
LL + I    : M+    901.3   793.1   609.1   330.8   110.4   138.4     0.0
            V      42.6    59.6    72.9    86.3    95.2    94.1    99.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    49.4    61.2    73.5    86.3    95.2    94.1    99.2
            M     803.9   741.1   582.6   330.8   112.8   141.1     0.0
Total     : M+   1997.6  1745.6  1323.0   711.5   236.2   296.4     0.0
            V      57.2    88.4   116.0   143.6   161.4   159.3   169.4
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    63.9    90.0   116.6   143.6   161.4   159.3   169.4
            M    1900.2  1693.6  1296.6   711.5   238.6   299.1     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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    60.1    47.9   144.9   271.5   362.0   416.3   434.4
(Max)       V      26.7    24.8    25.2    21.8    16.4    10.9     5.5     0.0
Self wt.  : M       0.0    43.3    34.5   104.3   195.5   260.6   299.7   312.8
(Min)       V      19.2    17.9    18.2    15.7    11.8     7.9     3.9     0.0
DL-Prec.  : M       0.0    11.2     8.9    26.9    50.4    67.2    77.3    80.6
DC(Max)     V       5.0     4.6     4.7     4.1     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     8.0     6.4    19.4    36.3    48.4    55.6    58.0
DC(Min)     V       3.6     3.3     3.4     2.9     2.2     1.5     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    83.5    66.5   201.2   377.1   502.7   578.1   603.3
Haunch (Max)V      37.1    34.5    35.0    30.3    22.7    15.2     7.6     0.0
Deck +    : M       0.0    60.1    47.9   144.8   271.5   362.0   416.2   434.3
Haunch (Min)V      26.7    24.8    25.2    21.8    16.4    10.9     5.5     0.0
Diaphragm : M       0.0     0.7     0.6     1.9     3.9     6.0     8.1    10.2
(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     1.3     2.8     4.3     5.8     7.3
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    27.1    21.5    65.2   122.1   162.8   187.3   195.4
DC(Max)     V      12.0    11.2    11.3     9.8     7.4     4.9     2.5     0.0
DL-Comp   : M       0.0    19.5    15.5    46.9    87.9   117.2   134.8   140.7
DC(Min)     V       8.7     8.0     8.2     7.1     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    17.9    14.3    43.1    80.9   107.8   124.0   129.4
DW(Max)     V       8.0     7.4     7.5     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0     7.8     6.2    18.7    35.0    46.7    53.7    56.1
DW(Min)     V       3.5     3.2     3.3     2.8     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   302.8   241.4   723.6  1332.3  1734.9  1971.6  2020.7
            V     216.9   205.9   208.2   188.7   159.5   130.3    93.2    64.1
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   216.9   205.9   208.2   188.7   160.7   133.9   108.0    83.0
            M      -0.0   308.7   246.7   723.6  1274.5  1621.2  1758.5  1697.4
Total     : M+      0.0   503.3   401.1  1206.7  2238.3  2943.5  3362.7  3473.9
            V     306.1   288.6   292.3   261.5   214.2   166.9   111.7    64.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   306.1   288.6   292.3   261.5   215.4   170.5   126.5    83.3
            M      -0.0   509.2   406.3  1206.7  2180.4  2829.8  3149.5  3150.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   63.16   62.67   65.00
Self wt.  : M     416.3   362.0   271.5   144.9    47.9    60.1     0.0
(Max)       V       5.5    10.9    16.4    21.8    25.2    24.8    26.7
Self wt.  : M     299.7   260.6   195.5   104.3    34.5    43.3     0.0
(Min)       V       3.9     7.9    11.8    15.7    18.2    17.9    19.2
DL-Prec.  : M      77.3    67.2    50.4    26.9     8.9    11.2     0.0
DC(Max)     V       1.0     2.0     3.0     4.1     4.7     4.6     5.0
DL-Prec.  : M      55.6    48.4    36.3    19.4     6.4     8.0     0.0
DC(Min)     V       0.7     1.5     2.2     2.9     3.4     3.3     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     578.1   502.7   377.1   201.2    66.5    83.5     0.0
Haunch (Max)V       7.6    15.2    22.7    30.3    35.0    34.5    37.1
Deck +    : M     416.2   362.0   271.5   144.8    47.9    60.1     0.0
Haunch (Min)V       5.5    10.9    16.4    21.8    25.2    24.8    26.7
Diaphragm : M       8.1     6.0     3.9     1.9     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       5.8     4.3     2.8     1.3     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     187.3   162.8   122.1    65.2    21.5    27.1     0.0
DC(Max)     V       2.5     4.9     7.4     9.8    11.3    11.2    12.0
DL-Comp   : M     134.8   117.2    87.9    46.9    15.5    19.5     0.0
DC(Min)     V       1.8     3.5     5.3     7.1     8.2     8.0     8.7
DL-Comp   : M     124.0   107.8    80.9    43.1    14.3    17.9     0.0
DW(Max)     V       1.6     3.3     4.9     6.5     7.5     7.4     8.0
DL-Comp   : M      53.7    46.7    35.0    18.7     6.2     7.8     0.0
DW(Min)     V       0.7     1.4     2.1     2.8     3.3     3.2     3.5
LL + I    : M+   1971.6  1734.9  1332.3   723.6   241.4   302.8     0.0
            V      93.2   130.3   159.5   188.7   208.2   205.9   216.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   108.0   133.9   160.7   188.7   208.2   205.9   216.9
            M    1758.5  1621.2  1274.5   723.6   246.7   308.7     0.0
Total     : M+   3362.7  2943.5  2238.3  1206.7   401.1   503.3     0.0
            V     111.7   166.9   214.2   261.5   292.3   288.6   306.1
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   126.5   170.5   215.4   261.5   292.3   288.6   306.1
            M    3149.5  2829.8  2180.4  1206.7   406.3   509.2     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               26.7             26.7
Deck+Haunch            37.1             37.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.0              5.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           60.1             60.1
DL-Comp.(DW)           39.8             39.8
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
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, 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    48.1    38.3   115.9   217.2   289.6   333.0   347.5
(Max)       V      21.4    19.9    20.2    17.5    13.1     8.7     4.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     8.9     7.1    21.5    40.3    53.7    61.8    64.5
DC(Max)     V       4.0     3.7     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    66.8    53.2   160.9   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    28.0    24.2    18.2    12.1     6.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     1.5     3.2     4.8     6.5     8.1
(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    21.6    17.2    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.1     7.9     5.9     3.9     2.0     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    11.9     9.5    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     5.0     4.3     3.3     2.2     1.1     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   123.9    99.0   291.1   515.5   665.5   731.6   693.3
            V     100.6    95.1    96.3    86.6    72.6    57.0    43.0    33.1
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   100.6    95.1    96.3    86.6    72.6    58.7    45.9    35.5
            M       0.0   123.9    99.0   291.1   515.5   635.5   668.4   649.6
Total     : M+      0.0   281.9   224.8   671.8  1229.5  1618.0  1827.9  1838.6
            V     170.8   160.3   162.5   144.0   115.7    85.8    57.5    33.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   170.8   160.3   162.5   144.0   115.7    87.5    60.4    35.7
            M       0.0   281.9   224.8   671.8  1229.5  1588.0  1764.7  1794.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   63.16   62.67   65.00
Self wt.  : M     333.0   289.6   217.2   115.9    38.3    48.1     0.0
(Max)       V       4.4     8.7    13.1    17.5    20.2    19.9    21.4
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      61.8    53.7    40.3    21.5     7.1     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
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     462.5   402.2   301.7   160.9    53.2    66.8     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    28.0    27.6    29.7
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       6.5     4.8     3.2     1.5     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     149.8   130.3    97.7    52.1    17.2    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.1     8.9     9.6
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      82.7    71.9    53.9    28.8     9.5    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     5.0     4.9     5.3
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+    731.6   665.5   515.5   291.1    99.0   123.9     0.0
            V      43.0    57.0    72.6    86.6    96.3    95.1   100.6
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    45.9    58.7    72.6    86.6    96.3    95.1   100.6
            M     668.4   635.5   515.5   291.1    99.0   123.9     0.0
Total     : M+   1827.9  1618.0  1229.5   671.8   224.8   281.9     0.0
            V      57.5    85.8   115.7   144.0   162.5   160.3   170.8
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    60.4    87.5   115.7   144.0   162.5   160.3   170.8
            M    1764.7  1588.0  1229.5   671.8   224.8   281.9     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17   23.22
 
Beam-Self
Precast-top    0.141   0.293   0.519   0.678   0.774   0.806   0.734 
Bottom        -0.122  -0.254  -0.448  -0.584  -0.666  -0.693  -0.632 
 
Prestress
Precast-top   -0.412  -0.481  -0.607  -0.732  -0.793  -0.793  -0.793 
Bottom         2.785   2.842   2.946   3.047   3.097   3.097   3.097 
 
Total
Precast-top   -0.271  -0.189  -0.089  -0.053  -0.019   0.013  -0.059 
Bottom         2.662   2.588   2.497   2.463   2.432   2.404   2.466 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.04 %)
             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    5.97   12.60   19.23   25.87   32.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.014   0.042   0.079   0.105   0.121   0.126 
Precast-top   -0.074  -0.070  -0.066   0.274   0.767   1.087   1.290   1.379 
Bottom         0.557   2.139   1.815   1.794   1.298   0.975   0.772   0.686 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17   23.22
 
Beam-Self
Precast-top    0.141   0.293   0.519   0.678   0.774   0.806   0.734 
Bottom        -0.122  -0.254  -0.448  -0.584  -0.666  -0.693  -0.632 
 
Prestress
Precast-top   -0.412  -0.481  -0.607  -0.732  -0.793  -0.793  -0.793 
Bottom         2.785   2.842   2.946   3.047   3.097   3.097   3.097 
 
Total
Precast-top   -0.271  -0.189  -0.089  -0.053  -0.019   0.013  -0.059 
Bottom         2.662   2.588   2.497   2.463   2.432   2.404   2.466 
 
As_top  , in2  0.511   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.04 %)
             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    5.97   12.60   19.23   25.87   32.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    5.97   12.60   19.23   25.87   32.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.074   0.059   0.173   0.308   0.398   0.440   0.423 
Precast-top   -0.037  -0.005  -0.009   0.207   0.508   0.703   0.821   0.856 
Bottom         0.279   0.926   0.791   0.560   0.054  -0.278  -0.455  -0.454 
 

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
    306.1    6.7   40.7    0.562   1.8   6.00e-3 50.0    321.6     1.894    2.640      0.00
      0.0    0.4   40.5     42.0 0.250      16.7 0.87    12.00     0.095    1.000*
Transfer:   3.00
    288.6    6.5   40.7    2.528   7.9   1.16e-3 33.1    266.0     0.872    1.760      0.00
    509.2    2.0   39.7    189.0 0.242      46.8 2.57    12.00     0.092    1.031 
Critical:   3.97
    281.2    6.5   40.7    2.679   7.9   0.53e-3 30.8    241.9     0.729    1.760      0.00
    693.3    2.1   39.6    189.0 0.236      62.7 3.44    12.00     0.092    1.056 
0.1L    :   6.63
    261.5    6.5   40.7    3.085   7.9   0.42e-3 30.5    216.5     0.645    0.827      0.00
   1206.7    2.4   39.5    189.0 0.220      66.1 3.65    12.00     0.092    1.132 
0.2L    :  13.27
    215.4    6.5   39.6    4.340   7.9   0.61e-3 31.1    173.7     0.551    0.620      0.00
   2180.4    3.0   38.1    189.0 0.187      57.7 3.30    12.00     0.092    1.091 
0.3L    :  19.90
    170.5    6.5   40.4    4.340   7.9   1.74e-3 35.1    144.3     0.521    0.620      0.00
   2829.8    3.0   38.9    189.0 0.144      37.2 2.08    12.00     0.092    1.145 
0.4L    :  26.53
    126.5    6.5   40.8    4.340   0.0   2.16e-3 36.6    107.4     0.405    0.496      0.00
   3149.5    3.0   39.3    189.0 0.110      33.1 1.83    24.00     0.092    1.172 
0.5L    :  33.17
     83.3    6.5   40.8    4.340   0.0   1.81e-3 35.3     55.8     0.201    0.413      0.00
   3150.6    3.0   39.3    189.0 0.072      36.8 2.03    24.00     0.092    1.636 
0.6L    :  39.80
    126.5    6.5   40.8    4.340   0.0   2.16e-3 36.6    107.4     0.405    0.496      0.00
   3149.5    3.0   39.3    189.0 0.110      33.1 1.83    24.00     0.092    1.172 
0.7L    :  46.43
    170.5    6.5   40.4    4.340   7.9   1.74e-3 35.1    144.3     0.521    0.620      0.00
   2829.8    3.0   38.9    189.0 0.144      37.2 2.08    12.00     0.092    1.145 
0.8L    :  53.07
    215.4    6.5   39.6    4.340   7.9   0.61e-3 31.1    173.7     0.551    0.620      0.00
   2180.4    3.0   38.1    189.0 0.187      57.7 3.30    12.00     0.092    1.091 
0.9L    :  59.70
    261.5    6.5   40.7    3.085   7.9   0.42e-3 30.5    216.5     0.645    0.827      0.00
   1206.7    2.4   39.5    189.0 0.220      66.1 3.65    12.00     0.092    1.132 
Critical:  62.36
    281.2    6.5   40.7    2.679   7.9   0.53e-3 30.8    241.9     0.729    1.760      0.00
    693.3    2.1   39.6    189.0 0.236      62.7 3.44    12.00     0.092    1.056 
Transfer:  63.33
    288.6    6.5   40.7    2.528   7.9   1.16e-3 33.1    266.0     0.872    1.760      0.00
    509.2    2.0   39.7    189.0 0.242      46.8 2.57    12.00     0.092    1.031 
Bearing :  65.67
    306.1    6.7   40.7    0.562   1.8   6.00e-3 50.0    321.6     1.894    2.640      0.00
      0.0    0.4   40.5     42.0 0.250      16.7 0.87    12.00     0.095    1.000*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  850.73
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    1.70
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 2
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    306.1      8.40     40.69    0.44       40.47    24.00      0.300      2.051      0.001      2.640 
Transfer:      2.33
    288.6      8.08     40.69    1.98       39.71    24.00      0.300      1.942      0.000      1.760 
Critical:      3.30
    281.4      7.89     40.69    2.09       39.65    24.00      0.300      1.879      0.000      1.760 
0.1L    :      5.97
    261.5      7.36     40.69    2.40       39.49    24.00      0.300      1.702      0.000      0.827 
0.2L    :     12.60
    215.4      6.29     39.56    3.03       38.05    24.00      0.300      1.347      0.000      0.620 
0.3L    :     19.23
    170.5      4.87     40.42    3.03       38.91    24.00      0.300      0.873      0.000      0.620 
0.4L    :     25.87
    126.5      3.57     40.85    3.03       39.34    24.00      0.300      0.441      0.000      0.496 
0.5L    :     32.50
     83.3      2.35     40.85    3.03       39.34    24.00      0.300      0.034      0.000      0.413 
0.6L    :     39.13
    126.5      3.57     40.85    3.03       39.34    24.00      0.300      0.441      0.000      0.496 
0.7L    :     45.77
    170.5      4.87     40.42    3.03       38.91    24.00      0.300      0.873      0.000      0.620 
0.8L    :     52.40
    215.4      6.29     39.56    3.03       38.05    24.00      0.300      1.347      0.000      0.620 
0.9L    :     59.03
    261.5      7.36     40.69    2.40       39.49    24.00      0.300      1.702      0.000      0.827 
Critical:     61.70
    281.4      7.89     40.69    2.09       39.65    24.00      0.300      1.879      0.000      1.760 
Transfer:     62.67
    288.6      8.08     40.69    1.98       39.71    24.00      0.300      1.942      0.000      1.760 
Bearing :     65.00
    306.1      8.40     40.69    0.44       40.47    24.00      0.300      2.051      0.001      2.640 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.97 ft
Prestress      :       0.655  1.80      1.179  2.20      1.441
Self Wt.       :      -0.197  1.85     -0.364  2.40     -0.473
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          :       0.458            0.815            0.969
 
At 0.2 x L = 12.60 ft
Prestress      :       1.175  1.80      2.116  2.20      2.586
Self Wt.       :      -0.371  1.85     -0.686  2.40     -0.890
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          :       0.805            1.430            1.696
 
At 0.3 x L = 19.23 ft
Prestress      :       1.549  1.80      2.787  2.20      3.407
Self Wt.       :      -0.505  1.85     -0.935  2.40     -1.213
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          :       1.043            1.853            2.194
 
At 0.4 x L = 25.87 ft
Prestress      :       1.774  1.80      3.194  2.20      3.903
Self Wt.       :      -0.590  1.85     -1.092  2.40     -1.417
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          :       1.184            2.102            2.487
 
At 0.5 x L = 32.50 ft
Prestress      :       1.851  1.80      3.332  2.20      4.073
Self Wt.       :      -0.620  1.85     -1.147  2.40     -1.488
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.232            2.186            2.585
 
At 0.6 x L = 39.13 ft
Prestress      :       1.774  1.80      3.194  2.20      3.903
Self Wt.       :      -0.590  1.85     -1.092  2.40     -1.417
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          :       1.184            2.102            2.487
 
At 0.7 x L = 45.77 ft
Prestress      :       1.549  1.80      2.787  2.20      3.407
Self Wt.       :      -0.505  1.85     -0.935  2.40     -1.213
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          :       1.043            1.853            2.194
 
At 0.8 x L = 52.40 ft
Prestress      :       1.175  1.80      2.116  2.20      2.586
Self Wt.       :      -0.371  1.85     -0.686  2.40     -0.890
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          :       0.805            1.430            1.696
 
At 0.9 x L = 59.03 ft
Prestress      :       0.655  1.80      1.179  2.20      1.441
Self Wt.       :      -0.197  1.85     -0.364  2.40     -0.473
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          :       0.458            0.815            0.969
 

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
   503.3    38.2  2.809  265.4    2.3   1.98   2314.0  0.052T 1.00       -       -     -     -  
H/2     :   1.84
   401.1    38.2  2.350  266.1    1.9   1.66   1946.7  0.062T 1.00       -       -     -     -  
0.1L    :   5.97
  1206.7    38.7  3.428  264.5    2.8   2.40   2833.6  0.042T 1.00       -       -     -     -  
0.2L    :  12.60
  2238.3    39.6  4.340  263.2    3.6   3.03   3622.0  0.033T 1.00    363.5   363.5    9.96    -  
0.3L    :  19.23
  2943.5    40.4  4.340  263.3    3.6   3.03   3705.5  0.033T 1.00    243.0   243.0   15.25    -  
0.4L    :  25.87
  3362.7    40.8  4.340  263.4    3.6   3.03   3747.3  0.033T 1.00    170.7   170.7   21.96    -  
0.5L    :  32.50
  3473.9    40.8  4.340  263.4    3.6   3.03   3747.3  0.033T 1.00    144.7   144.7   25.90    -  
0.6L    :  39.13
  3362.7    40.8  4.340  263.4    3.6   3.03   3747.3  0.033T 1.00    170.7   170.7   21.96    -  
0.7L    :  45.77
  2943.5    40.4  4.340  263.3    3.6   3.03   3705.5  0.033T 1.00    243.0   243.0   15.25    -  
0.8L    :  52.40
  2238.3    39.6  4.340  263.2    3.6   3.03   3622.0  0.033T 1.00    363.5   363.5    9.96    -  
0.9L    :  59.03
  1206.7    38.7  3.428  264.5    2.8   2.40   2833.6  0.042T 1.00       -       -     -     -  
H/2     :  63.16
   401.1    38.2  2.350  266.1    1.9   1.66   1946.7  0.062T 1.00       -       -     -     -  
Transfer:  62.67
   503.3    38.2  2.809  265.4    2.3   1.98   2314.0  0.052T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 2; Groups 1-10; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.036
        M   2.00 Fb     0.212
 
  2   2 E  32.00 Ft     0.347
        M   2.00 Fb     0.184
 
  3   2 E   6.00 Ft     0.306
        M   6.00 Fb     0.462
 
  4   2 E   6.00 Ft     0.264
        M   6.00 Fb     0.741
 
  5   2 E   6.00 Ft     0.223
        M   6.00 Fb     1.020
 
  6   2 E   4.00 Ft     0.150
        M   4.00 Fb     1.326
 
  7   2 E   2.00 Ft     0.044
        M   2.00 Fb     1.660
 
  8   2 E   2.00 Ft    -0.061
        M   2.00 Fb     1.994
 
  9   2 E   2.00 Ft    -0.166
        M   2.00 Fb     2.328
 
 10   2 E   2.00 Ft    -0.271
        M   2.00 Fb     2.662
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 66.33            Release Length, ft: 66.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  20
No. of strands, Draped:   2           No. of strands, Straight:  18
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  6.62 %               Final losses: 13.22 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       2.662     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.271       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3747.29     3473.94     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   0.126     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.379     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   2.139    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.856     Midspan
    Pre.Bot:                                                             2.000   0.926    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.851  1.80      3.332  2.20      4.073
Self Wt.       :      -0.620  1.85     -1.147  2.40     -1.488
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.232            2.186            2.585
 
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   65.00
     DC  Line       0.087      0.00       0.087   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    32.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.333 ft
Release length = 66.333 ft
Design  length = 65.000 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)  : 0.759   (Calculated)    
Live Moment (1  lane  loaded)  : 0.543   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.206   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.965   (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           1446.7 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           295043 in4#
Ht. of c.g.           =        17.14 in             30.18 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 = 0.9290

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     5.97    12.60    19.23    25.87    32.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    636.9    655.2    651.4    655.2    655.2    655.2    655.2    655.2
  Yb      ,  in    17.05    16.74    16.81    16.72    16.69    16.66    16.65    16.65
  MI(Ixx) , in4   100588   102791   102319   103033   103501   104003   104266   104266
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1451.7   1469.3   1465.6   1469.3   1469.3   1469.3   1469.3   1469.3
  Yb      ,  in    30.10    29.81    29.87    29.81    29.79    29.78    29.77    29.77
  MI(Ixx) , in4   297894   308041   305890   308551   309507   310496   311003   311003

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.19 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 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           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  20 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 23.22 ft from member end )
END PATTERN (Ycg = 6.40 in):
    10 @  2.000 in     2 @  4.000 in     6 @  6.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.40 in):
(A) Draped:
     2 @  2.000 in
(B) Straight:
    10 @  2.000 in     2 @  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     =    4.34 in2      Initial Pull          =      850.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.986 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.983 ft
Holddown Force        =   9.108 kips     Beam Shrtng (PL/AE)   =      0.234 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)       
-------------------------------------------------------------------------------------
      1327.203         740 982.130     10.777 43648.785   598.650     419.884        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      4.1250    Yes
      2      US#6[M19]       60.00        0.88       6.50       4.1250      4.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.6667      9.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.1667     26.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      26.1670     28.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      28.6670     37.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      37.6663     40.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      40.1663     57.1666    Yes
      2      US#5[M16]       60.00        0.62       9.00      57.1666     61.6666    Yes
      2      US#6[M19]       60.00        0.88       6.50      61.6666     62.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      62.2083     66.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      66.2083     66.3333     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 66.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.3400 in2       Ycg =  3.40 in
         P_init    =      850.7 kips  Ecc = 13.74 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.97 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.019 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.25 ksi    0.00 ksi
    due to Composite Loads                                 -1.53 ksi    0.00 ksi
    due to Live Loads                                      -5.83 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                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.24 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.97 ksi  ( 6.62 %)            12.93 ksi ( 6.60 %)
Total Prestress Losses                                    25.91 ksi (13.22 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.1 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    48.1    38.3   115.9   217.2   289.6   333.0   347.5
(Max)       V      21.4    19.9    20.2    17.5    13.1     8.7     4.4     0.0
DL-Prec.  : M       0.0     8.9     7.1    21.5    40.3    53.7    61.8    64.5
DC(Max)     V       4.0     3.7     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    66.8    53.2   160.9   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    28.0    24.2    18.2    12.1     6.1     0.0
Diaphragm : M       0.0     0.6     0.5     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    21.6    17.2    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.1     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9     9.5    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     5.0     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   173.0   137.9   413.5   761.3   991.4  1126.7  1154.7
            V     124.0   117.7   119.0   107.8    91.2    74.5    53.3    36.6
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   124.0   117.7   119.0   107.8    91.8    76.5    61.7    47.4
            M      -0.0   176.4   140.9   413.5   728.3   926.4  1004.8   969.9
Total     : M+      0.0   331.1   263.8   794.2  1475.3  1943.9  2222.9  2300.0
            V     194.2   182.9   185.2   165.2   134.3   103.3    67.8    36.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   194.2   182.9   185.2   165.2   134.9   105.4    76.3    47.7
            M      -0.0   334.4   266.8   794.2  1442.3  1878.9  2101.1  2115.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   63.16   62.67   65.00
Self wt.  : M     333.0   289.6   217.2   115.9    38.3    48.1     0.0
(Max)       V       4.4     8.7    13.1    17.5    20.2    19.9    21.4
DL-Prec.  : M      61.8    53.7    40.3    21.5     7.1     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     462.5   402.2   301.7   160.9    53.2    66.8     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    28.0    27.6    29.7
Diaphragm : M       6.5     4.8     3.2     1.5     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     149.8   130.3    97.7    52.1    17.2    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.1     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8     9.5    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     5.0     4.9     5.3
LL + I    : M+   1126.7   991.4   761.3   413.5   137.9   173.0     0.0
            V      53.3    74.5    91.2   107.8   119.0   117.7   124.0
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    61.7    76.5    91.8   107.8   119.0   117.7   124.0
            M    1004.8   926.4   728.3   413.5   140.9   176.4     0.0
Total     : M+   2222.9  1943.9  1475.3   794.2   263.8   331.1     0.0
            V      67.8   103.3   134.3   165.2   185.2   182.9   194.2
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    76.3   105.4   134.9   165.2   185.2   182.9   194.2
            M    2101.1  1878.9  1442.3   794.2   266.8   334.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.4             21.4
Deck+Haunch            29.7             29.7
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.0              4.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           48.1             48.1
DL-Comp.(DW)           26.5             26.5
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    48.1    38.3   115.9   217.2   289.6   333.0   347.5
(Max)       V      21.4    19.9    20.2    17.5    13.1     8.7     4.4     0.0
DL-Prec.  : M       0.0     8.9     7.1    21.5    40.3    53.7    61.8    64.5
DC(Max)     V       4.0     3.7     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    66.8    53.2   160.9   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    28.0    24.2    18.2    12.1     6.1     0.0
Diaphragm : M       0.0     0.6     0.5     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    21.6    17.2    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.1     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9     9.5    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     5.0     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   138.4   110.4   330.8   609.1   793.1   901.3   923.8
            V      99.2    94.1    95.2    86.3    72.9    59.6    42.6    29.3
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    99.2    94.1    95.2    86.3    73.5    61.2    49.4    37.9
            M      -0.0   141.1   112.8   330.8   582.6   741.1   803.9   776.0
Total     : M+      0.0   296.4   236.2   711.5  1323.0  1745.6  1997.6  2069.1
            V     169.4   159.3   161.4   143.6   116.0    88.4    57.2    29.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   169.4   159.3   161.4   143.6   116.6    90.0    63.9    38.2
            M      -0.0   299.1   238.6   711.5  1296.6  1693.6  1900.2  1921.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   63.16   62.67   65.00
Self wt.  : M     333.0   289.6   217.2   115.9    38.3    48.1     0.0
(Max)       V       4.4     8.7    13.1    17.5    20.2    19.9    21.4
DL-Prec.  : M      61.8    53.7    40.3    21.5     7.1     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     462.5   402.2   301.7   160.9    53.2    66.8     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    28.0    27.6    29.7
Diaphragm : M       6.5     4.8     3.2     1.5     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     149.8   130.3    97.7    52.1    17.2    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.1     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8     9.5    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     5.0     4.9     5.3
LL + I    : M+    901.3   793.1   609.1   330.8   110.4   138.4     0.0
            V      42.6    59.6    72.9    86.3    95.2    94.1    99.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    49.4    61.2    73.5    86.3    95.2    94.1    99.2
            M     803.9   741.1   582.6   330.8   112.8   141.1     0.0
Total     : M+   1997.6  1745.6  1323.0   711.5   236.2   296.4     0.0
            V      57.2    88.4   116.0   143.6   161.4   159.3   169.4
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    63.9    90.0   116.6   143.6   161.4   159.3   169.4
            M    1900.2  1693.6  1296.6   711.5   238.6   299.1     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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    60.1    47.9   144.9   271.5   362.0   416.3   434.4
(Max)       V      26.7    24.8    25.2    21.8    16.4    10.9     5.5     0.0
Self wt.  : M       0.0    43.3    34.5   104.3   195.5   260.6   299.7   312.8
(Min)       V      19.2    17.9    18.2    15.7    11.8     7.9     3.9     0.0
DL-Prec.  : M       0.0    11.2     8.9    26.9    50.4    67.2    77.3    80.6
DC(Max)     V       5.0     4.6     4.7     4.1     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     8.0     6.4    19.4    36.3    48.4    55.6    58.0
DC(Min)     V       3.6     3.3     3.4     2.9     2.2     1.5     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    83.5    66.5   201.2   377.1   502.7   578.1   603.3
Haunch (Max)V      37.1    34.5    35.0    30.3    22.7    15.2     7.6     0.0
Deck +    : M       0.0    60.1    47.9   144.8   271.5   362.0   416.2   434.3
Haunch (Min)V      26.7    24.8    25.2    21.8    16.4    10.9     5.5     0.0
Diaphragm : M       0.0     0.7     0.6     1.9     3.9     6.0     8.1    10.2
(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     1.3     2.8     4.3     5.8     7.3
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    27.1    21.5    65.2   122.1   162.8   187.3   195.4
DC(Max)     V      12.0    11.2    11.3     9.8     7.4     4.9     2.5     0.0
DL-Comp   : M       0.0    19.5    15.5    46.9    87.9   117.2   134.8   140.7
DC(Min)     V       8.7     8.0     8.2     7.1     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    17.9    14.3    43.1    80.9   107.8   124.0   129.4
DW(Max)     V       8.0     7.4     7.5     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0     7.8     6.2    18.7    35.0    46.7    53.7    56.1
DW(Min)     V       3.5     3.2     3.3     2.8     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   302.8   241.4   723.6  1332.3  1734.9  1971.6  2020.7
            V     216.9   205.9   208.2   188.7   159.5   130.3    93.2    64.1
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   216.9   205.9   208.2   188.7   160.7   133.9   108.0    83.0
            M      -0.0   308.7   246.7   723.6  1274.5  1621.2  1758.5  1697.4
Total     : M+      0.0   503.3   401.1  1206.7  2238.3  2943.5  3362.7  3473.9
            V     306.1   288.6   292.3   261.5   214.2   166.9   111.7    64.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   306.1   288.6   292.3   261.5   215.4   170.5   126.5    83.3
            M      -0.0   509.2   406.3  1206.7  2180.4  2829.8  3149.5  3150.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   63.16   62.67   65.00
Self wt.  : M     416.3   362.0   271.5   144.9    47.9    60.1     0.0
(Max)       V       5.5    10.9    16.4    21.8    25.2    24.8    26.7
Self wt.  : M     299.7   260.6   195.5   104.3    34.5    43.3     0.0
(Min)       V       3.9     7.9    11.8    15.7    18.2    17.9    19.2
DL-Prec.  : M      77.3    67.2    50.4    26.9     8.9    11.2     0.0
DC(Max)     V       1.0     2.0     3.0     4.1     4.7     4.6     5.0
DL-Prec.  : M      55.6    48.4    36.3    19.4     6.4     8.0     0.0
DC(Min)     V       0.7     1.5     2.2     2.9     3.4     3.3     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     578.1   502.7   377.1   201.2    66.5    83.5     0.0
Haunch (Max)V       7.6    15.2    22.7    30.3    35.0    34.5    37.1
Deck +    : M     416.2   362.0   271.5   144.8    47.9    60.1     0.0
Haunch (Min)V       5.5    10.9    16.4    21.8    25.2    24.8    26.7
Diaphragm : M       8.1     6.0     3.9     1.9     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       5.8     4.3     2.8     1.3     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     187.3   162.8   122.1    65.2    21.5    27.1     0.0
DC(Max)     V       2.5     4.9     7.4     9.8    11.3    11.2    12.0
DL-Comp   : M     134.8   117.2    87.9    46.9    15.5    19.5     0.0
DC(Min)     V       1.8     3.5     5.3     7.1     8.2     8.0     8.7
DL-Comp   : M     124.0   107.8    80.9    43.1    14.3    17.9     0.0
DW(Max)     V       1.6     3.3     4.9     6.5     7.5     7.4     8.0
DL-Comp   : M      53.7    46.7    35.0    18.7     6.2     7.8     0.0
DW(Min)     V       0.7     1.4     2.1     2.8     3.3     3.2     3.5
LL + I    : M+   1971.6  1734.9  1332.3   723.6   241.4   302.8     0.0
            V      93.2   130.3   159.5   188.7   208.2   205.9   216.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   108.0   133.9   160.7   188.7   208.2   205.9   216.9
            M    1758.5  1621.2  1274.5   723.6   246.7   308.7     0.0
Total     : M+   3362.7  2943.5  2238.3  1206.7   401.1   503.3     0.0
            V     111.7   166.9   214.2   261.5   292.3   288.6   306.1
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   126.5   170.5   215.4   261.5   292.3   288.6   306.1
            M    3149.5  2829.8  2180.4  1206.7   406.3   509.2     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               26.7             26.7
Deck+Haunch            37.1             37.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.0              5.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           60.1             60.1
DL-Comp.(DW)           39.8             39.8
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
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, 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    48.1    38.3   115.9   217.2   289.6   333.0   347.5
(Max)       V      21.4    19.9    20.2    17.5    13.1     8.7     4.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     8.9     7.1    21.5    40.3    53.7    61.8    64.5
DC(Max)     V       4.0     3.7     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    66.8    53.2   160.9   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    28.0    24.2    18.2    12.1     6.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     1.5     3.2     4.8     6.5     8.1
(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    21.6    17.2    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.1     7.9     5.9     3.9     2.0     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    11.9     9.5    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     5.0     4.3     3.3     2.2     1.1     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   123.9    99.0   291.1   515.5   665.5   731.6   693.3
            V     100.6    95.1    96.3    86.6    72.6    57.0    43.0    33.1
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   100.6    95.1    96.3    86.6    72.6    58.7    45.9    35.5
            M       0.0   123.9    99.0   291.1   515.5   635.5   668.4   649.6
Total     : M+      0.0   281.9   224.8   671.8  1229.5  1618.0  1827.9  1838.6
            V     170.8   160.3   162.5   144.0   115.7    85.8    57.5    33.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   170.8   160.3   162.5   144.0   115.7    87.5    60.4    35.7
            M       0.0   281.9   224.8   671.8  1229.5  1588.0  1764.7  1794.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   63.16   62.67   65.00
Self wt.  : M     333.0   289.6   217.2   115.9    38.3    48.1     0.0
(Max)       V       4.4     8.7    13.1    17.5    20.2    19.9    21.4
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      61.8    53.7    40.3    21.5     7.1     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
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     462.5   402.2   301.7   160.9    53.2    66.8     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    28.0    27.6    29.7
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       6.5     4.8     3.2     1.5     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     149.8   130.3    97.7    52.1    17.2    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.1     8.9     9.6
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      82.7    71.9    53.9    28.8     9.5    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     5.0     4.9     5.3
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+    731.6   665.5   515.5   291.1    99.0   123.9     0.0
            V      43.0    57.0    72.6    86.6    96.3    95.1   100.6
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    45.9    58.7    72.6    86.6    96.3    95.1   100.6
            M     668.4   635.5   515.5   291.1    99.0   123.9     0.0
Total     : M+   1827.9  1618.0  1229.5   671.8   224.8   281.9     0.0
            V      57.5    85.8   115.7   144.0   162.5   160.3   170.8
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    60.4    87.5   115.7   144.0   162.5   160.3   170.8
            M    1764.7  1588.0  1229.5   671.8   224.8   281.9     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17   23.22
 
Beam-Self
Precast-top    0.141   0.293   0.519   0.678   0.774   0.806   0.734 
Bottom        -0.122  -0.254  -0.448  -0.584  -0.666  -0.693  -0.632 
 
Prestress
Precast-top   -0.412  -0.481  -0.607  -0.732  -0.793  -0.793  -0.793 
Bottom         2.785   2.842   2.946   3.047   3.097   3.097   3.097 
 
Total
Precast-top   -0.271  -0.189  -0.089  -0.053  -0.019   0.013  -0.059 
Bottom         2.662   2.588   2.497   2.463   2.432   2.404   2.466 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.04 %)
             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    5.97   12.60   19.23   25.87   32.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.014   0.042   0.079   0.105   0.121   0.126 
Precast-top   -0.074  -0.070  -0.066   0.274   0.767   1.087   1.290   1.379 
Bottom         0.557   2.139   1.815   1.794   1.298   0.975   0.772   0.686 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17   23.22
 
Beam-Self
Precast-top    0.141   0.293   0.519   0.678   0.774   0.806   0.734 
Bottom        -0.122  -0.254  -0.448  -0.584  -0.666  -0.693  -0.632 
 
Prestress
Precast-top   -0.412  -0.481  -0.607  -0.732  -0.793  -0.793  -0.793 
Bottom         2.785   2.842   2.946   3.047   3.097   3.097   3.097 
 
Total
Precast-top   -0.271  -0.189  -0.089  -0.053  -0.019   0.013  -0.059 
Bottom         2.662   2.588   2.497   2.463   2.432   2.404   2.466 
 
As_top  , in2  0.511   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.04 %)
             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    5.97   12.60   19.23   25.87   32.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    5.97   12.60   19.23   25.87   32.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.074   0.059   0.173   0.308   0.398   0.440   0.423 
Precast-top   -0.037  -0.005  -0.009   0.207   0.508   0.703   0.821   0.856 
Bottom         0.279   0.926   0.791   0.560   0.054  -0.278  -0.455  -0.454 
 

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
    306.1    6.7   40.7    0.562   1.8   6.00e-3 50.0    321.6     1.894    1.760      0.12
      0.0    0.4   40.5     42.0 0.250      16.7 0.87    12.00     0.095    0.933*
Transfer:   3.00
    288.6    6.5   40.7    2.528   7.9   1.16e-3 33.1    266.0     0.872    1.760      0.00
    509.2    2.0   39.7    189.0 0.242      46.8 2.57    12.00     0.092    1.031 
Critical:   3.97
    281.2    6.5   40.7    2.679   7.9   0.53e-3 30.8    241.9     0.729    1.760      0.00
    693.3    2.1   39.6    189.0 0.236      62.7 3.44    12.00     0.092    1.056 
0.1L    :   6.63
    261.5    6.5   40.7    3.085   7.9   0.42e-3 30.5    216.5     0.645    0.827      0.00
   1206.7    2.4   39.5    189.0 0.220      66.1 3.65    12.00     0.092    1.132 
0.2L    :  13.27
    215.4    6.5   39.6    4.340   7.9   0.61e-3 31.1    173.7     0.551    0.620      0.00
   2180.4    3.0   38.1    189.0 0.187      57.7 3.30    12.00     0.092    1.091 
0.3L    :  19.90
    170.5    6.5   40.4    4.340   7.9   1.74e-3 35.1    144.3     0.521    0.620      0.00
   2829.8    3.0   38.9    189.0 0.144      37.2 2.08    12.00     0.092    1.145 
0.4L    :  26.53
    126.5    6.5   40.8    4.340   0.0   2.16e-3 36.6    107.4     0.405    0.496      0.00
   3149.5    3.0   39.3    189.0 0.110      33.1 1.83    24.00     0.092    1.172 
0.5L    :  33.17
     83.3    6.5   40.8    4.340   0.0   1.81e-3 35.3     55.8     0.201    0.413      0.00
   3150.6    3.0   39.3    189.0 0.072      36.8 2.03    24.00     0.092    1.636 
0.6L    :  39.80
    126.5    6.5   40.8    4.340   0.0   2.16e-3 36.6    107.4     0.405    0.496      0.00
   3149.5    3.0   39.3    189.0 0.110      33.1 1.83    24.00     0.092    1.172 
0.7L    :  46.43
    170.5    6.5   40.4    4.340   7.9   1.74e-3 35.1    144.3     0.521    0.620      0.00
   2829.8    3.0   38.9    189.0 0.144      37.2 2.08    12.00     0.092    1.145 
0.8L    :  53.07
    215.4    6.5   39.6    4.340   7.9   0.61e-3 31.1    173.7     0.551    0.620      0.00
   2180.4    3.0   38.1    189.0 0.187      57.7 3.30    12.00     0.092    1.091 
0.9L    :  59.70
    261.5    6.5   40.7    3.085   7.9   0.42e-3 30.5    216.5     0.645    0.827      0.00
   1206.7    2.4   39.5    189.0 0.220      66.1 3.65    12.00     0.092    1.132 
Critical:  62.36
    281.2    6.5   40.7    2.679   7.9   0.53e-3 30.8    241.9     0.729    1.760      0.00
    693.3    2.1   39.6    189.0 0.236      62.7 3.44    12.00     0.092    1.056 
Transfer:  63.33
    288.6    6.5   40.7    2.528   7.9   1.16e-3 33.1    266.0     0.872    1.760      0.00
    509.2    2.0   39.7    189.0 0.242      46.8 2.57    12.00     0.092    1.031 
Bearing :  65.67
    306.1    6.7   40.7    0.562   1.8   6.00e-3 50.0    321.6     1.894    1.760      0.12
      0.0    0.4   40.5     42.0 0.250      16.7 0.87    12.00     0.095    0.933*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  850.73
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    1.70
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 3
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    306.1      8.40     40.69    0.44       40.47    24.00      0.300      2.051      0.001      1.760 
Transfer:      2.33
    288.6      8.08     40.69    1.98       39.71    24.00      0.300      1.942      0.000      1.760 
Critical:      3.30
    281.4      7.89     40.69    2.09       39.65    24.00      0.300      1.879      0.000      1.760 
0.1L    :      5.97
    261.5      7.36     40.69    2.40       39.49    24.00      0.300      1.702      0.000      0.827 
0.2L    :     12.60
    215.4      6.29     39.56    3.03       38.05    24.00      0.300      1.347      0.000      0.620 
0.3L    :     19.23
    170.5      4.87     40.42    3.03       38.91    24.00      0.300      0.873      0.000      0.620 
0.4L    :     25.87
    126.5      3.57     40.85    3.03       39.34    24.00      0.300      0.441      0.000      0.496 
0.5L    :     32.50
     83.3      2.35     40.85    3.03       39.34    24.00      0.300      0.034      0.000      0.413 
0.6L    :     39.13
    126.5      3.57     40.85    3.03       39.34    24.00      0.300      0.441      0.000      0.496 
0.7L    :     45.77
    170.5      4.87     40.42    3.03       38.91    24.00      0.300      0.873      0.000      0.620 
0.8L    :     52.40
    215.4      6.29     39.56    3.03       38.05    24.00      0.300      1.347      0.000      0.620 
0.9L    :     59.03
    261.5      7.36     40.69    2.40       39.49    24.00      0.300      1.702      0.000      0.827 
Critical:     61.70
    281.4      7.89     40.69    2.09       39.65    24.00      0.300      1.879      0.000      1.760 
Transfer:     62.67
    288.6      8.08     40.69    1.98       39.71    24.00      0.300      1.942      0.000      1.760 
Bearing :     65.00
    306.1      8.40     40.69    0.44       40.47    24.00      0.300      2.051      0.001      1.760 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.97 ft
Prestress      :       0.655  1.80      1.179  2.20      1.441
Self Wt.       :      -0.197  1.85     -0.364  2.40     -0.473
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          :       0.458            0.815            0.969
 
At 0.2 x L = 12.60 ft
Prestress      :       1.175  1.80      2.116  2.20      2.586
Self Wt.       :      -0.371  1.85     -0.686  2.40     -0.890
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          :       0.805            1.430            1.696
 
At 0.3 x L = 19.23 ft
Prestress      :       1.549  1.80      2.787  2.20      3.407
Self Wt.       :      -0.505  1.85     -0.935  2.40     -1.213
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          :       1.043            1.853            2.194
 
At 0.4 x L = 25.87 ft
Prestress      :       1.774  1.80      3.194  2.20      3.903
Self Wt.       :      -0.590  1.85     -1.092  2.40     -1.417
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          :       1.184            2.102            2.487
 
At 0.5 x L = 32.50 ft
Prestress      :       1.851  1.80      3.332  2.20      4.073
Self Wt.       :      -0.620  1.85     -1.147  2.40     -1.488
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.232            2.186            2.585
 
At 0.6 x L = 39.13 ft
Prestress      :       1.774  1.80      3.194  2.20      3.903
Self Wt.       :      -0.590  1.85     -1.092  2.40     -1.417
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          :       1.184            2.102            2.487
 
At 0.7 x L = 45.77 ft
Prestress      :       1.549  1.80      2.787  2.20      3.407
Self Wt.       :      -0.505  1.85     -0.935  2.40     -1.213
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          :       1.043            1.853            2.194
 
At 0.8 x L = 52.40 ft
Prestress      :       1.175  1.80      2.116  2.20      2.586
Self Wt.       :      -0.371  1.85     -0.686  2.40     -0.890
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          :       0.805            1.430            1.696
 
At 0.9 x L = 59.03 ft
Prestress      :       0.655  1.80      1.179  2.20      1.441
Self Wt.       :      -0.197  1.85     -0.364  2.40     -0.473
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          :       0.458            0.815            0.969
 

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
   503.3    38.2  2.809  265.4    2.3   1.98   2314.0  0.052T 1.00       -       -     -     -  
H/2     :   1.84
   401.1    38.2  2.350  266.1    1.9   1.66   1946.7  0.062T 1.00       -       -     -     -  
0.1L    :   5.97
  1206.7    38.7  3.428  264.5    2.8   2.40   2833.6  0.042T 1.00       -       -     -     -  
0.2L    :  12.60
  2238.3    39.6  4.340  263.2    3.6   3.03   3622.0  0.033T 1.00    363.5   363.5    9.96    -  
0.3L    :  19.23
  2943.5    40.4  4.340  263.3    3.6   3.03   3705.5  0.033T 1.00    243.0   243.0   15.25    -  
0.4L    :  25.87
  3362.7    40.8  4.340  263.4    3.6   3.03   3747.3  0.033T 1.00    170.7   170.7   21.96    -  
0.5L    :  32.50
  3473.9    40.8  4.340  263.4    3.6   3.03   3747.3  0.033T 1.00    144.7   144.7   25.90    -  
0.6L    :  39.13
  3362.7    40.8  4.340  263.4    3.6   3.03   3747.3  0.033T 1.00    170.7   170.7   21.96    -  
0.7L    :  45.77
  2943.5    40.4  4.340  263.3    3.6   3.03   3705.5  0.033T 1.00    243.0   243.0   15.25    -  
0.8L    :  52.40
  2238.3    39.6  4.340  263.2    3.6   3.03   3622.0  0.033T 1.00    363.5   363.5    9.96    -  
0.9L    :  59.03
  1206.7    38.7  3.428  264.5    2.8   2.40   2833.6  0.042T 1.00       -       -     -     -  
H/2     :  63.16
   401.1    38.2  2.350  266.1    1.9   1.66   1946.7  0.062T 1.00       -       -     -     -  
Transfer:  62.67
   503.3    38.2  2.809  265.4    2.3   1.98   2314.0  0.052T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 3; Groups 1-10; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.036
        M   2.00 Fb     0.212
 
  2   2 E  32.00 Ft     0.347
        M   2.00 Fb     0.184
 
  3   2 E   6.00 Ft     0.306
        M   6.00 Fb     0.462
 
  4   2 E   6.00 Ft     0.264
        M   6.00 Fb     0.741
 
  5   2 E   6.00 Ft     0.223
        M   6.00 Fb     1.020
 
  6   2 E   4.00 Ft     0.150
        M   4.00 Fb     1.326
 
  7   2 E   2.00 Ft     0.044
        M   2.00 Fb     1.660
 
  8   2 E   2.00 Ft    -0.061
        M   2.00 Fb     1.994
 
  9   2 E   2.00 Ft    -0.166
        M   2.00 Fb     2.328
 
 10   2 E   2.00 Ft    -0.271
        M   2.00 Fb     2.662
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 66.33            Release Length, ft: 66.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  20
No. of strands, Draped:   2           No. of strands, Straight:  18
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  6.62 %               Final losses: 13.22 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       2.662     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.271       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3747.29     3473.94     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   0.126     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.379     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   2.139    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.856     Midspan
    Pre.Bot:                                                             2.000   0.926    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.851  1.80      3.332  2.20      4.073
Self Wt.       :      -0.620  1.85     -1.147  2.40     -1.488
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.232            2.186            2.585
 
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   65.00
     DC  Line       0.087      0.00       0.087   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    32.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.333 ft
Release length = 66.333 ft
Design  length = 65.000 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)  : 0.759   (Calculated)    
Live Moment (1  lane  loaded)  : 0.543   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.206   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.965   (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           1446.7 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           295043 in4#
Ht. of c.g.           =        17.14 in             30.18 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 = 0.9290

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     5.97    12.60    19.23    25.87    32.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    636.9    655.2    651.4    655.2    655.2    655.2    655.2    655.2
  Yb      ,  in    17.05    16.74    16.81    16.72    16.69    16.66    16.65    16.65
  MI(Ixx) , in4   100588   102791   102319   103033   103501   104003   104266   104266
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1451.7   1469.3   1465.6   1469.3   1469.3   1469.3   1469.3   1469.3
  Yb      ,  in    30.10    29.81    29.87    29.81    29.79    29.78    29.77    29.77
  MI(Ixx) , in4   297894   308041   305890   308551   309507   310496   311003   311003

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.19 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 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           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  20 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 23.22 ft from member end )
END PATTERN (Ycg = 6.40 in):
    10 @  2.000 in     2 @  4.000 in     6 @  6.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.40 in):
(A) Draped:
     2 @  2.000 in
(B) Straight:
    10 @  2.000 in     2 @  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     =    4.34 in2      Initial Pull          =      850.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.986 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.983 ft
Holddown Force        =   9.108 kips     Beam Shrtng (PL/AE)   =      0.234 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)       
-------------------------------------------------------------------------------------
      1327.203         740 982.130     10.777 43648.785   639.579     419.884        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       4.00       0.1250      2.1250    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.1250      4.1250    Yes
      2      US#6[M19]       60.00        0.88       6.50       4.1250      4.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.6667      9.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.1667     26.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      26.1670     28.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      28.6670     37.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      37.6663     40.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      40.1663     57.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      57.1667     61.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      61.6667     62.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      62.2083     64.2083    Yes
      2      US#6[M19]       60.00        0.88       4.00      64.2083     66.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      66.2083     66.3333     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 66.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.3400 in2       Ycg =  3.40 in
         P_init    =      850.7 kips  Ecc = 13.74 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.97 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.019 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.25 ksi    0.00 ksi
    due to Composite Loads                                 -1.53 ksi    0.00 ksi
    due to Live Loads                                      -5.83 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                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.24 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.97 ksi  ( 6.62 %)            12.93 ksi ( 6.60 %)
Total Prestress Losses                                    25.91 ksi (13.22 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.1 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    48.1    38.3   115.9   217.2   289.6   333.0   347.5
(Max)       V      21.4    19.9    20.2    17.5    13.1     8.7     4.4     0.0
DL-Prec.  : M       0.0     8.9     7.1    21.5    40.3    53.7    61.8    64.5
DC(Max)     V       4.0     3.7     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    66.8    53.2   160.9   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    28.0    24.2    18.2    12.1     6.1     0.0
Diaphragm : M       0.0     0.6     0.5     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    21.6    17.2    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.1     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9     9.5    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     5.0     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   173.0   137.9   413.5   761.3   991.4  1126.7  1154.7
            V     124.0   117.7   119.0   107.8    91.2    74.5    53.3    36.6
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   124.0   117.7   119.0   107.8    91.8    76.5    61.7    47.4
            M      -0.0   176.4   140.9   413.5   728.3   926.4  1004.8   969.9
Total     : M+      0.0   331.1   263.8   794.2  1475.3  1943.9  2222.9  2300.0
            V     194.2   182.9   185.2   165.2   134.3   103.3    67.8    36.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   194.2   182.9   185.2   165.2   134.9   105.4    76.3    47.7
            M      -0.0   334.4   266.8   794.2  1442.3  1878.9  2101.1  2115.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   63.16   62.67   65.00
Self wt.  : M     333.0   289.6   217.2   115.9    38.3    48.1     0.0
(Max)       V       4.4     8.7    13.1    17.5    20.2    19.9    21.4
DL-Prec.  : M      61.8    53.7    40.3    21.5     7.1     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     462.5   402.2   301.7   160.9    53.2    66.8     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    28.0    27.6    29.7
Diaphragm : M       6.5     4.8     3.2     1.5     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     149.8   130.3    97.7    52.1    17.2    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.1     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8     9.5    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     5.0     4.9     5.3
LL + I    : M+   1126.7   991.4   761.3   413.5   137.9   173.0     0.0
            V      53.3    74.5    91.2   107.8   119.0   117.7   124.0
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    61.7    76.5    91.8   107.8   119.0   117.7   124.0
            M    1004.8   926.4   728.3   413.5   140.9   176.4     0.0
Total     : M+   2222.9  1943.9  1475.3   794.2   263.8   331.1     0.0
            V      67.8   103.3   134.3   165.2   185.2   182.9   194.2
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    76.3   105.4   134.9   165.2   185.2   182.9   194.2
            M    2101.1  1878.9  1442.3   794.2   266.8   334.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.4             21.4
Deck+Haunch            29.7             29.7
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.0              4.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           48.1             48.1
DL-Comp.(DW)           26.5             26.5
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    48.1    38.3   115.9   217.2   289.6   333.0   347.5
(Max)       V      21.4    19.9    20.2    17.5    13.1     8.7     4.4     0.0
DL-Prec.  : M       0.0     8.9     7.1    21.5    40.3    53.7    61.8    64.5
DC(Max)     V       4.0     3.7     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    66.8    53.2   160.9   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    28.0    24.2    18.2    12.1     6.1     0.0
Diaphragm : M       0.0     0.6     0.5     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    21.6    17.2    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.1     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9     9.5    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     5.0     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   138.4   110.4   330.8   609.1   793.1   901.3   923.8
            V      99.2    94.1    95.2    86.3    72.9    59.6    42.6    29.3
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    99.2    94.1    95.2    86.3    73.5    61.2    49.4    37.9
            M      -0.0   141.1   112.8   330.8   582.6   741.1   803.9   776.0
Total     : M+      0.0   296.4   236.2   711.5  1323.0  1745.6  1997.6  2069.1
            V     169.4   159.3   161.4   143.6   116.0    88.4    57.2    29.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   169.4   159.3   161.4   143.6   116.6    90.0    63.9    38.2
            M      -0.0   299.1   238.6   711.5  1296.6  1693.6  1900.2  1921.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   63.16   62.67   65.00
Self wt.  : M     333.0   289.6   217.2   115.9    38.3    48.1     0.0
(Max)       V       4.4     8.7    13.1    17.5    20.2    19.9    21.4
DL-Prec.  : M      61.8    53.7    40.3    21.5     7.1     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     462.5   402.2   301.7   160.9    53.2    66.8     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    28.0    27.6    29.7
Diaphragm : M       6.5     4.8     3.2     1.5     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     149.8   130.3    97.7    52.1    17.2    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.1     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8     9.5    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     5.0     4.9     5.3
LL + I    : M+    901.3   793.1   609.1   330.8   110.4   138.4     0.0
            V      42.6    59.6    72.9    86.3    95.2    94.1    99.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    49.4    61.2    73.5    86.3    95.2    94.1    99.2
            M     803.9   741.1   582.6   330.8   112.8   141.1     0.0
Total     : M+   1997.6  1745.6  1323.0   711.5   236.2   296.4     0.0
            V      57.2    88.4   116.0   143.6   161.4   159.3   169.4
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    63.9    90.0   116.6   143.6   161.4   159.3   169.4
            M    1900.2  1693.6  1296.6   711.5   238.6   299.1     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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    60.1    47.9   144.9   271.5   362.0   416.3   434.4
(Max)       V      26.7    24.8    25.2    21.8    16.4    10.9     5.5     0.0
Self wt.  : M       0.0    43.3    34.5   104.3   195.5   260.6   299.7   312.8
(Min)       V      19.2    17.9    18.2    15.7    11.8     7.9     3.9     0.0
DL-Prec.  : M       0.0    11.2     8.9    26.9    50.4    67.2    77.3    80.6
DC(Max)     V       5.0     4.6     4.7     4.1     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     8.0     6.4    19.4    36.3    48.4    55.6    58.0
DC(Min)     V       3.6     3.3     3.4     2.9     2.2     1.5     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    83.5    66.5   201.2   377.1   502.7   578.1   603.3
Haunch (Max)V      37.1    34.5    35.0    30.3    22.7    15.2     7.6     0.0
Deck +    : M       0.0    60.1    47.9   144.8   271.5   362.0   416.2   434.3
Haunch (Min)V      26.7    24.8    25.2    21.8    16.4    10.9     5.5     0.0
Diaphragm : M       0.0     0.7     0.6     1.9     3.9     6.0     8.1    10.2
(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     1.3     2.8     4.3     5.8     7.3
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    27.1    21.5    65.2   122.1   162.8   187.3   195.4
DC(Max)     V      12.0    11.2    11.3     9.8     7.4     4.9     2.5     0.0
DL-Comp   : M       0.0    19.5    15.5    46.9    87.9   117.2   134.8   140.7
DC(Min)     V       8.7     8.0     8.2     7.1     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    17.9    14.3    43.1    80.9   107.8   124.0   129.4
DW(Max)     V       8.0     7.4     7.5     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0     7.8     6.2    18.7    35.0    46.7    53.7    56.1
DW(Min)     V       3.5     3.2     3.3     2.8     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   302.8   241.4   723.6  1332.3  1734.9  1971.6  2020.7
            V     216.9   205.9   208.2   188.7   159.5   130.3    93.2    64.1
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   216.9   205.9   208.2   188.7   160.7   133.9   108.0    83.0
            M      -0.0   308.7   246.7   723.6  1274.5  1621.2  1758.5  1697.4
Total     : M+      0.0   503.3   401.1  1206.7  2238.3  2943.5  3362.7  3473.9
            V     306.1   288.6   292.3   261.5   214.2   166.9   111.7    64.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   306.1   288.6   292.3   261.5   215.4   170.5   126.5    83.3
            M      -0.0   509.2   406.3  1206.7  2180.4  2829.8  3149.5  3150.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   63.16   62.67   65.00
Self wt.  : M     416.3   362.0   271.5   144.9    47.9    60.1     0.0
(Max)       V       5.5    10.9    16.4    21.8    25.2    24.8    26.7
Self wt.  : M     299.7   260.6   195.5   104.3    34.5    43.3     0.0
(Min)       V       3.9     7.9    11.8    15.7    18.2    17.9    19.2
DL-Prec.  : M      77.3    67.2    50.4    26.9     8.9    11.2     0.0
DC(Max)     V       1.0     2.0     3.0     4.1     4.7     4.6     5.0
DL-Prec.  : M      55.6    48.4    36.3    19.4     6.4     8.0     0.0
DC(Min)     V       0.7     1.5     2.2     2.9     3.4     3.3     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     578.1   502.7   377.1   201.2    66.5    83.5     0.0
Haunch (Max)V       7.6    15.2    22.7    30.3    35.0    34.5    37.1
Deck +    : M     416.2   362.0   271.5   144.8    47.9    60.1     0.0
Haunch (Min)V       5.5    10.9    16.4    21.8    25.2    24.8    26.7
Diaphragm : M       8.1     6.0     3.9     1.9     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       5.8     4.3     2.8     1.3     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     187.3   162.8   122.1    65.2    21.5    27.1     0.0
DC(Max)     V       2.5     4.9     7.4     9.8    11.3    11.2    12.0
DL-Comp   : M     134.8   117.2    87.9    46.9    15.5    19.5     0.0
DC(Min)     V       1.8     3.5     5.3     7.1     8.2     8.0     8.7
DL-Comp   : M     124.0   107.8    80.9    43.1    14.3    17.9     0.0
DW(Max)     V       1.6     3.3     4.9     6.5     7.5     7.4     8.0
DL-Comp   : M      53.7    46.7    35.0    18.7     6.2     7.8     0.0
DW(Min)     V       0.7     1.4     2.1     2.8     3.3     3.2     3.5
LL + I    : M+   1971.6  1734.9  1332.3   723.6   241.4   302.8     0.0
            V      93.2   130.3   159.5   188.7   208.2   205.9   216.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   108.0   133.9   160.7   188.7   208.2   205.9   216.9
            M    1758.5  1621.2  1274.5   723.6   246.7   308.7     0.0
Total     : M+   3362.7  2943.5  2238.3  1206.7   401.1   503.3     0.0
            V     111.7   166.9   214.2   261.5   292.3   288.6   306.1
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   126.5   170.5   215.4   261.5   292.3   288.6   306.1
            M    3149.5  2829.8  2180.4  1206.7   406.3   509.2     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               26.7             26.7
Deck+Haunch            37.1             37.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.0              5.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           60.1             60.1
DL-Comp.(DW)           39.8             39.8
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
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, 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    48.1    38.3   115.9   217.2   289.6   333.0   347.5
(Max)       V      21.4    19.9    20.2    17.5    13.1     8.7     4.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     8.9     7.1    21.5    40.3    53.7    61.8    64.5
DC(Max)     V       4.0     3.7     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    66.8    53.2   160.9   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    28.0    24.2    18.2    12.1     6.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     1.5     3.2     4.8     6.5     8.1
(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    21.6    17.2    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.1     7.9     5.9     3.9     2.0     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    11.9     9.5    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     5.0     4.3     3.3     2.2     1.1     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   123.9    99.0   291.1   515.5   665.5   731.6   693.3
            V     100.6    95.1    96.3    86.6    72.6    57.0    43.0    33.1
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   100.6    95.1    96.3    86.6    72.6    58.7    45.9    35.5
            M       0.0   123.9    99.0   291.1   515.5   635.5   668.4   649.6
Total     : M+      0.0   281.9   224.8   671.8  1229.5  1618.0  1827.9  1838.6
            V     170.8   160.3   162.5   144.0   115.7    85.8    57.5    33.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   170.8   160.3   162.5   144.0   115.7    87.5    60.4    35.7
            M       0.0   281.9   224.8   671.8  1229.5  1588.0  1764.7  1794.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   63.16   62.67   65.00
Self wt.  : M     333.0   289.6   217.2   115.9    38.3    48.1     0.0
(Max)       V       4.4     8.7    13.1    17.5    20.2    19.9    21.4
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      61.8    53.7    40.3    21.5     7.1     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
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     462.5   402.2   301.7   160.9    53.2    66.8     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    28.0    27.6    29.7
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       6.5     4.8     3.2     1.5     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     149.8   130.3    97.7    52.1    17.2    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.1     8.9     9.6
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      82.7    71.9    53.9    28.8     9.5    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     5.0     4.9     5.3
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+    731.6   665.5   515.5   291.1    99.0   123.9     0.0
            V      43.0    57.0    72.6    86.6    96.3    95.1   100.6
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    45.9    58.7    72.6    86.6    96.3    95.1   100.6
            M     668.4   635.5   515.5   291.1    99.0   123.9     0.0
Total     : M+   1827.9  1618.0  1229.5   671.8   224.8   281.9     0.0
            V      57.5    85.8   115.7   144.0   162.5   160.3   170.8
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    60.4    87.5   115.7   144.0   162.5   160.3   170.8
            M    1764.7  1588.0  1229.5   671.8   224.8   281.9     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17   23.22
 
Beam-Self
Precast-top    0.141   0.293   0.519   0.678   0.774   0.806   0.734 
Bottom        -0.122  -0.254  -0.448  -0.584  -0.666  -0.693  -0.632 
 
Prestress
Precast-top   -0.412  -0.481  -0.607  -0.732  -0.793  -0.793  -0.793 
Bottom         2.785   2.842   2.946   3.047   3.097   3.097   3.097 
 
Total
Precast-top   -0.271  -0.189  -0.089  -0.053  -0.019   0.013  -0.059 
Bottom         2.662   2.588   2.497   2.463   2.432   2.404   2.466 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.04 %)
             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    5.97   12.60   19.23   25.87   32.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.014   0.042   0.079   0.105   0.121   0.126 
Precast-top   -0.074  -0.070  -0.066   0.274   0.767   1.087   1.290   1.379 
Bottom         0.557   2.139   1.815   1.794   1.298   0.975   0.772   0.686 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17   23.22
 
Beam-Self
Precast-top    0.141   0.293   0.519   0.678   0.774   0.806   0.734 
Bottom        -0.122  -0.254  -0.448  -0.584  -0.666  -0.693  -0.632 
 
Prestress
Precast-top   -0.412  -0.481  -0.607  -0.732  -0.793  -0.793  -0.793 
Bottom         2.785   2.842   2.946   3.047   3.097   3.097   3.097 
 
Total
Precast-top   -0.271  -0.189  -0.089  -0.053  -0.019   0.013  -0.059 
Bottom         2.662   2.588   2.497   2.463   2.432   2.404   2.466 
 
As_top  , in2  0.511   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.04 %)
             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    5.97   12.60   19.23   25.87   32.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    5.97   12.60   19.23   25.87   32.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.074   0.059   0.173   0.308   0.398   0.440   0.423 
Precast-top   -0.037  -0.005  -0.009   0.207   0.508   0.703   0.821   0.856 
Bottom         0.279   0.926   0.791   0.560   0.054  -0.278  -0.455  -0.454 
 

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
    306.1    6.7   40.7    0.562   1.8   6.00e-3 50.0    321.6     1.894    2.640      0.00
      0.0    0.4   40.5     42.0 0.250      16.7 0.87    12.00     0.095    1.000*
Transfer:   3.00
    288.6    6.5   40.7    2.528   7.9   1.16e-3 33.1    266.0     0.872    1.760      0.00
    509.2    2.0   39.7    189.0 0.242      46.8 2.57    12.00     0.092    1.031 
Critical:   3.97
    281.2    6.5   40.7    2.679   7.9   0.53e-3 30.8    241.9     0.729    1.760      0.00
    693.3    2.1   39.6    189.0 0.236      62.7 3.44    12.00     0.092    1.056 
0.1L    :   6.63
    261.5    6.5   40.7    3.085   7.9   0.42e-3 30.5    216.5     0.645    0.827      0.00
   1206.7    2.4   39.5    189.0 0.220      66.1 3.65    12.00     0.092    1.132 
0.2L    :  13.27
    215.4    6.5   39.6    4.340   7.9   0.61e-3 31.1    173.7     0.551    0.620      0.00
   2180.4    3.0   38.1    189.0 0.187      57.7 3.30    12.00     0.092    1.091 
0.3L    :  19.90
    170.5    6.5   40.4    4.340   7.9   1.74e-3 35.1    144.3     0.521    0.620      0.00
   2829.8    3.0   38.9    189.0 0.144      37.2 2.08    12.00     0.092    1.145 
0.4L    :  26.53
    126.5    6.5   40.8    4.340   0.0   2.16e-3 36.6    107.4     0.405    0.496      0.00
   3149.5    3.0   39.3    189.0 0.110      33.1 1.83    24.00     0.092    1.172 
0.5L    :  33.17
     83.3    6.5   40.8    4.340   0.0   1.81e-3 35.3     55.8     0.201    0.413      0.00
   3150.6    3.0   39.3    189.0 0.072      36.8 2.03    24.00     0.092    1.636 
0.6L    :  39.80
    126.5    6.5   40.8    4.340   0.0   2.16e-3 36.6    107.4     0.405    0.496      0.00
   3149.5    3.0   39.3    189.0 0.110      33.1 1.83    24.00     0.092    1.172 
0.7L    :  46.43
    170.5    6.5   40.4    4.340   7.9   1.74e-3 35.1    144.3     0.521    0.620      0.00
   2829.8    3.0   38.9    189.0 0.144      37.2 2.08    12.00     0.092    1.145 
0.8L    :  53.07
    215.4    6.5   39.6    4.340   7.9   0.61e-3 31.1    173.7     0.551    0.620      0.00
   2180.4    3.0   38.1    189.0 0.187      57.7 3.30    12.00     0.092    1.091 
0.9L    :  59.70
    261.5    6.5   40.7    3.085   7.9   0.42e-3 30.5    216.5     0.645    0.827      0.00
   1206.7    2.4   39.5    189.0 0.220      66.1 3.65    12.00     0.092    1.132 
Critical:  62.36
    281.2    6.5   40.7    2.679   7.9   0.53e-3 30.8    241.9     0.729    1.760      0.00
    693.3    2.1   39.6    189.0 0.236      62.7 3.44    12.00     0.092    1.056 
Transfer:  63.33
    288.6    6.5   40.7    2.528   7.9   1.16e-3 33.1    266.0     0.872    1.760      0.00
    509.2    2.0   39.7    189.0 0.242      46.8 2.57    12.00     0.092    1.031 
Bearing :  65.67
    306.1    6.7   40.7    0.562   1.8   6.00e-3 50.0    321.6     1.894    2.640      0.00
      0.0    0.4   40.5     42.0 0.250      16.7 0.87    12.00     0.095    1.000*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  850.73
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    1.70
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 4
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    306.1      8.40     40.69    0.44       40.47    24.00      0.300      2.051      0.001      2.640 
Transfer:      2.33
    288.6      8.08     40.69    1.98       39.71    24.00      0.300      1.942      0.000      1.760 
Critical:      3.30
    281.4      7.89     40.69    2.09       39.65    24.00      0.300      1.879      0.000      1.760 
0.1L    :      5.97
    261.5      7.36     40.69    2.40       39.49    24.00      0.300      1.702      0.000      0.827 
0.2L    :     12.60
    215.4      6.29     39.56    3.03       38.05    24.00      0.300      1.347      0.000      0.620 
0.3L    :     19.23
    170.5      4.87     40.42    3.03       38.91    24.00      0.300      0.873      0.000      0.620 
0.4L    :     25.87
    126.5      3.57     40.85    3.03       39.34    24.00      0.300      0.441      0.000      0.496 
0.5L    :     32.50
     83.3      2.35     40.85    3.03       39.34    24.00      0.300      0.034      0.000      0.413 
0.6L    :     39.13
    126.5      3.57     40.85    3.03       39.34    24.00      0.300      0.441      0.000      0.496 
0.7L    :     45.77
    170.5      4.87     40.42    3.03       38.91    24.00      0.300      0.873      0.000      0.620 
0.8L    :     52.40
    215.4      6.29     39.56    3.03       38.05    24.00      0.300      1.347      0.000      0.620 
0.9L    :     59.03
    261.5      7.36     40.69    2.40       39.49    24.00      0.300      1.702      0.000      0.827 
Critical:     61.70
    281.4      7.89     40.69    2.09       39.65    24.00      0.300      1.879      0.000      1.760 
Transfer:     62.67
    288.6      8.08     40.69    1.98       39.71    24.00      0.300      1.942      0.000      1.760 
Bearing :     65.00
    306.1      8.40     40.69    0.44       40.47    24.00      0.300      2.051      0.001      2.640 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.97 ft
Prestress      :       0.655  1.80      1.179  2.20      1.441
Self Wt.       :      -0.197  1.85     -0.364  2.40     -0.473
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          :       0.458            0.815            0.969
 
At 0.2 x L = 12.60 ft
Prestress      :       1.175  1.80      2.116  2.20      2.586
Self Wt.       :      -0.371  1.85     -0.686  2.40     -0.890
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          :       0.805            1.430            1.696
 
At 0.3 x L = 19.23 ft
Prestress      :       1.549  1.80      2.787  2.20      3.407
Self Wt.       :      -0.505  1.85     -0.935  2.40     -1.213
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          :       1.043            1.853            2.194
 
At 0.4 x L = 25.87 ft
Prestress      :       1.774  1.80      3.194  2.20      3.903
Self Wt.       :      -0.590  1.85     -1.092  2.40     -1.417
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          :       1.184            2.102            2.487
 
At 0.5 x L = 32.50 ft
Prestress      :       1.851  1.80      3.332  2.20      4.073
Self Wt.       :      -0.620  1.85     -1.147  2.40     -1.488
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.232            2.186            2.585
 
At 0.6 x L = 39.13 ft
Prestress      :       1.774  1.80      3.194  2.20      3.903
Self Wt.       :      -0.590  1.85     -1.092  2.40     -1.417
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          :       1.184            2.102            2.487
 
At 0.7 x L = 45.77 ft
Prestress      :       1.549  1.80      2.787  2.20      3.407
Self Wt.       :      -0.505  1.85     -0.935  2.40     -1.213
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          :       1.043            1.853            2.194
 
At 0.8 x L = 52.40 ft
Prestress      :       1.175  1.80      2.116  2.20      2.586
Self Wt.       :      -0.371  1.85     -0.686  2.40     -0.890
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          :       0.805            1.430            1.696
 
At 0.9 x L = 59.03 ft
Prestress      :       0.655  1.80      1.179  2.20      1.441
Self Wt.       :      -0.197  1.85     -0.364  2.40     -0.473
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          :       0.458            0.815            0.969
 

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
   503.3    38.2  2.809  265.4    2.3   1.98   2314.0  0.052T 1.00       -       -     -     -  
H/2     :   1.84
   401.1    38.2  2.350  266.1    1.9   1.66   1946.7  0.062T 1.00       -       -     -     -  
0.1L    :   5.97
  1206.7    38.7  3.428  264.5    2.8   2.40   2833.6  0.042T 1.00       -       -     -     -  
0.2L    :  12.60
  2238.3    39.6  4.340  263.2    3.6   3.03   3622.0  0.033T 1.00    363.5   363.5    9.96    -  
0.3L    :  19.23
  2943.5    40.4  4.340  263.3    3.6   3.03   3705.5  0.033T 1.00    243.0   243.0   15.25    -  
0.4L    :  25.87
  3362.7    40.8  4.340  263.4    3.6   3.03   3747.3  0.033T 1.00    170.7   170.7   21.96    -  
0.5L    :  32.50
  3473.9    40.8  4.340  263.4    3.6   3.03   3747.3  0.033T 1.00    144.7   144.7   25.90    -  
0.6L    :  39.13
  3362.7    40.8  4.340  263.4    3.6   3.03   3747.3  0.033T 1.00    170.7   170.7   21.96    -  
0.7L    :  45.77
  2943.5    40.4  4.340  263.3    3.6   3.03   3705.5  0.033T 1.00    243.0   243.0   15.25    -  
0.8L    :  52.40
  2238.3    39.6  4.340  263.2    3.6   3.03   3622.0  0.033T 1.00    363.5   363.5    9.96    -  
0.9L    :  59.03
  1206.7    38.7  3.428  264.5    2.8   2.40   2833.6  0.042T 1.00       -       -     -     -  
H/2     :  63.16
   401.1    38.2  2.350  266.1    1.9   1.66   1946.7  0.062T 1.00       -       -     -     -  
Transfer:  62.67
   503.3    38.2  2.809  265.4    2.3   1.98   2314.0  0.052T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 4; Groups 1-10; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.036
        M   2.00 Fb     0.212
 
  2   2 E  32.00 Ft     0.347
        M   2.00 Fb     0.184
 
  3   2 E   6.00 Ft     0.306
        M   6.00 Fb     0.462
 
  4   2 E   6.00 Ft     0.264
        M   6.00 Fb     0.741
 
  5   2 E   6.00 Ft     0.223
        M   6.00 Fb     1.020
 
  6   2 E   4.00 Ft     0.150
        M   4.00 Fb     1.326
 
  7   2 E   2.00 Ft     0.044
        M   2.00 Fb     1.660
 
  8   2 E   2.00 Ft    -0.061
        M   2.00 Fb     1.994
 
  9   2 E   2.00 Ft    -0.166
        M   2.00 Fb     2.328
 
 10   2 E   2.00 Ft    -0.271
        M   2.00 Fb     2.662
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 66.33            Release Length, ft: 66.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  20
No. of strands, Draped:   2           No. of strands, Straight:  18
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  6.62 %               Final losses: 13.22 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       2.662     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.271       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3747.29     3473.94     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   0.126     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.379     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   2.139    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.856     Midspan
    Pre.Bot:                                                             2.000   0.926    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.851  1.80      3.332  2.20      4.073
Self Wt.       :      -0.620  1.85     -1.147  2.40     -1.488
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.232            2.186            2.585
 
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   65.00
     DC  Line       0.076      0.00       0.076   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    32.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.333 ft
Release length = 66.333 ft
Design  length = 65.000 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)  : 0.743   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.958   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.056   (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           1349.5 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           283735 in4#
Ht. of c.g.           =        17.14 in             29.45 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 = 0.9290

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     5.97    12.60    19.23    25.87    32.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    636.9    655.2    651.4    655.2    655.2    655.2    655.2    655.2
  Yb      ,  in    17.05    16.74    16.81    16.72    16.69    16.66    16.65    16.65
  MI(Ixx) , in4   100588   102791   102319   103033   103501   104003   104266   104266
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1354.5   1372.1   1368.4   1372.1   1372.1   1372.1   1372.1   1372.1
  Yb      ,  in    29.36    29.06    29.13    29.06    29.04    29.03    29.02    29.02
  MI(Ixx) , in4   286413   295943   293923   296437   297364   298323   298816   298816

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.19 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 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           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  20 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 23.22 ft from member end )
END PATTERN (Ycg = 6.40 in):
    10 @  2.000 in     2 @  4.000 in     6 @  6.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.40 in):
(A) Draped:
     2 @  2.000 in
(B) Straight:
    10 @  2.000 in     2 @  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     =    4.34 in2      Initial Pull          =      850.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.916 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.895 ft
Holddown Force        =   9.108 kips     Beam Shrtng (PL/AE)   =      0.234 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)       
-------------------------------------------------------------------------------------
      1327.203         740 982.130     10.777 43648.785   639.579     419.884        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       4.00       0.1250      2.1250    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.1250      4.1250    Yes
      2      US#6[M19]       60.00        0.88       6.50       4.1250      4.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.6667      9.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.1667     26.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      26.1670     28.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      28.6670     37.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      37.6663     40.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      40.1663     57.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      57.1667     61.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      61.6667     62.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      62.2083     64.2083    Yes
      2      US#6[M19]       60.00        0.88       4.00      64.2083     66.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      66.2083     66.3333     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 66.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.3400 in2       Ycg =  3.40 in
         P_init    =      850.7 kips  Ecc = 13.74 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.97 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.019 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.62 ksi    0.00 ksi
    due to Composite Loads                                 -1.55 ksi    0.00 ksi
    due to Live Loads                                      -6.22 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                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.24 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.97 ksi  ( 6.62 %)            13.17 ksi ( 6.72 %)
Total Prestress Losses                                    26.14 ksi (13.33 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.9 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    48.1    38.3   115.9   217.2   289.6   333.0   347.5
(Max)       V      21.4    19.9    20.2    17.5    13.1     8.7     4.4     0.0
DL-Prec.  : M       0.0     8.2     6.5    19.6    36.8    49.1    56.5    58.9
DC(Max)     V       3.6     3.4     3.4     3.0     2.2     1.5     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
Deck +    : M       0.0    58.8    46.9   141.7   265.7   354.2   407.3   425.0
Haunch (Max)V      26.2    24.3    24.7    21.4    16.0    10.7     5.3     0.0
Diaphragm : M       0.0     0.3     0.2     0.7     1.6     2.4     3.2     4.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.6    17.2    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.1     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9     9.5    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     5.0     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   182.4   145.4   435.9   802.7  1045.2  1187.9  1217.4
            V     108.5   103.0   104.2    94.4    79.8    65.2    46.7    32.1
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   108.5   103.0   104.2    94.4    80.4    67.0    54.0    41.5
            M      -0.0   186.0   148.6   435.9   767.8   976.7  1059.4  1022.6
Total     : M+      0.0   331.4   264.1   794.9  1475.6  1942.7  2220.4  2295.6
            V     174.8   164.5   166.6   148.5   120.4    92.3    60.3    32.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   174.8   164.5   166.6   148.5   121.0    94.1    67.7    41.6
            M      -0.0   335.0   267.2   794.9  1440.8  1874.2  2092.0  2100.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   63.16   62.67   65.00
Self wt.  : M     333.0   289.6   217.2   115.9    38.3    48.1     0.0
(Max)       V       4.4     8.7    13.1    17.5    20.2    19.9    21.4
DL-Prec.  : M      56.5    49.1    36.8    19.6     6.5     8.2     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     407.3   354.2   265.7   141.7    46.9    58.8     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.7    24.3    26.2
Diaphragm : M       3.2     2.4     1.6     0.7     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     149.8   130.3    97.7    52.1    17.2    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.1     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8     9.5    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     5.0     4.9     5.3
LL + I    : M+   1187.9  1045.2   802.7   435.9   145.4   182.4     0.0
            V      46.7    65.2    79.8    94.4   104.2   103.0   108.5
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    54.0    67.0    80.4    94.4   104.2   103.0   108.5
            M    1059.4   976.7   767.8   435.9   148.6   186.0     0.0
Total     : M+   2220.4  1942.7  1475.6   794.9   264.1   331.4     0.0
            V      60.3    92.3   120.4   148.5   166.6   164.5   174.8
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    67.7    94.1   121.0   148.5   166.6   164.5   174.8
            M    2092.0  1874.2  1440.8   794.9   267.2   335.0     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.4             21.4
Deck+Haunch            26.2             26.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.6              3.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           48.1             48.1
DL-Comp.(DW)           26.5             26.5
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    48.1    38.3   115.9   217.2   289.6   333.0   347.5
(Max)       V      21.4    19.9    20.2    17.5    13.1     8.7     4.4     0.0
DL-Prec.  : M       0.0     8.2     6.5    19.6    36.8    49.1    56.5    58.9
DC(Max)     V       3.6     3.4     3.4     3.0     2.2     1.5     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
Deck +    : M       0.0    58.8    46.9   141.7   265.7   354.2   407.3   425.0
Haunch (Max)V      26.2    24.3    24.7    21.4    16.0    10.7     5.3     0.0
Diaphragm : M       0.0     0.3     0.2     0.7     1.6     2.4     3.2     4.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.6    17.2    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.1     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9     9.5    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     5.0     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   146.0   116.3   348.8   642.1   836.2   950.3   973.9
            V      86.8    82.4    83.3    75.5    63.8    52.2    37.3    25.6
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    86.8    82.4    83.3    75.5    64.3    53.6    43.2    33.2
            M      -0.0   148.8   118.9   348.8   614.3   781.4   847.5   818.1
Total     : M+      0.0   294.9   235.0   707.7  1315.1  1733.7  1982.8  2052.1
            V     153.1   143.9   145.8   129.6   104.4    79.3    50.9    25.8
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   153.1   143.9   145.8   129.6   104.9    80.7    56.9    33.3
            M      -0.0   297.8   237.5   707.7  1287.2  1678.9  1880.1  1896.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   63.16   62.67   65.00
Self wt.  : M     333.0   289.6   217.2   115.9    38.3    48.1     0.0
(Max)       V       4.4     8.7    13.1    17.5    20.2    19.9    21.4
DL-Prec.  : M      56.5    49.1    36.8    19.6     6.5     8.2     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     407.3   354.2   265.7   141.7    46.9    58.8     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.7    24.3    26.2
Diaphragm : M       3.2     2.4     1.6     0.7     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     149.8   130.3    97.7    52.1    17.2    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.1     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8     9.5    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     5.0     4.9     5.3
LL + I    : M+    950.3   836.2   642.1   348.8   116.3   146.0     0.0
            V      37.3    52.2    63.8    75.5    83.3    82.4    86.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    43.2    53.6    64.3    75.5    83.3    82.4    86.8
            M     847.5   781.4   614.3   348.8   118.9   148.8     0.0
Total     : M+   1982.8  1733.7  1315.1   707.7   235.0   294.9     0.0
            V      50.9    79.3   104.4   129.6   145.8   143.9   153.1
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    56.9    80.7   104.9   129.6   145.8   143.9   153.1
            M    1880.1  1678.9  1287.2   707.7   237.5   297.8     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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    60.1    47.9   144.9   271.5   362.0   416.3   434.4
(Max)       V      26.7    24.8    25.2    21.8    16.4    10.9     5.5     0.0
Self wt.  : M       0.0    43.3    34.5   104.3   195.5   260.6   299.7   312.8
(Min)       V      19.2    17.9    18.2    15.7    11.8     7.9     3.9     0.0
DL-Prec.  : M       0.0    10.2     8.1    24.6    46.0    61.4    70.6    73.7
DC(Max)     V       4.5     4.2     4.3     3.7     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     7.3     5.8    17.7    33.1    44.2    50.8    53.0
DC(Min)     V       3.3     3.0     3.1     2.7     2.0     1.3     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    73.6    58.6   177.2   332.1   442.8   509.2   531.3
Haunch (Max)V      32.7    30.3    30.8    26.7    20.0    13.3     6.7     0.0
Deck +    : M       0.0    53.0    42.2   127.6   239.1   318.8   366.6   382.5
Haunch (Min)V      23.5    21.9    22.2    19.2    14.4     9.6     4.8     0.0
Diaphragm : M       0.0     0.4     0.3     0.9     2.0     3.0     4.0     5.1
(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     1.4     2.2     2.9     3.7
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    27.1    21.5    65.2   122.1   162.8   187.3   195.4
DC(Max)     V      12.0    11.2    11.3     9.8     7.4     4.9     2.5     0.0
DL-Comp   : M       0.0    19.5    15.5    46.9    87.9   117.2   134.8   140.7
DC(Min)     V       8.7     8.0     8.2     7.1     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    17.9    14.3    43.1    80.9   107.8   124.0   129.4
DW(Max)     V       8.0     7.4     7.5     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0     7.8     6.2    18.7    35.0    46.7    53.7    56.1
DW(Min)     V       3.5     3.2     3.3     2.8     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   319.3   254.5   762.9  1404.7  1829.2  2078.7  2130.5
            V     189.9   180.3   182.3   165.2   139.7   114.1    81.6    56.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   189.9   180.3   182.3   165.2   140.7   117.3    94.6    72.7
            M      -0.0   325.5   260.1   762.9  1343.7  1709.2  1854.0  1789.6
Total     : M+      0.0   508.5   405.2  1218.7  2259.3  2969.0  3390.1  3499.7
            V     274.1   258.3   261.6   233.9   191.2   148.6    98.9    56.3
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   274.1   258.3   261.6   233.9   192.3   151.7   111.9    72.8
            M      -0.0   514.7   410.7  1218.7  2198.4  2849.1  3165.4  3158.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   63.16   62.67   65.00
Self wt.  : M     416.3   362.0   271.5   144.9    47.9    60.1     0.0
(Max)       V       5.5    10.9    16.4    21.8    25.2    24.8    26.7
Self wt.  : M     299.7   260.6   195.5   104.3    34.5    43.3     0.0
(Min)       V       3.9     7.9    11.8    15.7    18.2    17.9    19.2
DL-Prec.  : M      70.6    61.4    46.0    24.6     8.1    10.2     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.3     4.2     4.5
DL-Prec.  : M      50.8    44.2    33.1    17.7     5.8     7.3     0.0
DC(Min)     V       0.7     1.3     2.0     2.7     3.1     3.0     3.3
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
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     509.2   442.8   332.1   177.2    58.6    73.6     0.0
Haunch (Max)V       6.7    13.3    20.0    26.7    30.8    30.3    32.7
Deck +    : M     366.6   318.8   239.1   127.6    42.2    53.0     0.0
Haunch (Min)V       4.8     9.6    14.4    19.2    22.2    21.9    23.5
Diaphragm : M       4.0     3.0     2.0     0.9     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.9     2.2     1.4     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     187.3   162.8   122.1    65.2    21.5    27.1     0.0
DC(Max)     V       2.5     4.9     7.4     9.8    11.3    11.2    12.0
DL-Comp   : M     134.8   117.2    87.9    46.9    15.5    19.5     0.0
DC(Min)     V       1.8     3.5     5.3     7.1     8.2     8.0     8.7
DL-Comp   : M     124.0   107.8    80.9    43.1    14.3    17.9     0.0
DW(Max)     V       1.6     3.3     4.9     6.5     7.5     7.4     8.0
DL-Comp   : M      53.7    46.7    35.0    18.7     6.2     7.8     0.0
DW(Min)     V       0.7     1.4     2.1     2.8     3.3     3.2     3.5
LL + I    : M+   2078.7  1829.2  1404.7   762.9   254.5   319.3     0.0
            V      81.6   114.1   139.7   165.2   182.3   180.3   189.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    94.6   117.3   140.7   165.2   182.3   180.3   189.9
            M    1854.0  1709.2  1343.7   762.9   260.1   325.5     0.0
Total     : M+   3390.1  2969.0  2259.3  1218.7   405.2   508.5     0.0
            V      98.9   148.6   191.2   233.9   261.6   258.3   274.1
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   111.9   151.7   192.3   233.9   261.6   258.3   274.1
            M    3165.4  2849.1  2198.4  1218.7   410.7   514.7     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               26.7             26.7
Deck+Haunch            32.7             32.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            4.5              4.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           60.1             60.1
DL-Comp.(DW)           39.8             39.8
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
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, 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    48.1    38.3   115.9   217.2   289.6   333.0   347.5
(Max)       V      21.4    19.9    20.2    17.5    13.1     8.7     4.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     8.2     6.5    19.6    36.8    49.1    56.5    58.9
DC(Max)     V       3.6     3.4     3.4     3.0     2.2     1.5     0.7     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    58.8    46.9   141.7   265.7   354.2   407.3   425.0
Haunch (Max)V      26.2    24.3    24.7    21.4    16.0    10.7     5.3     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     0.7     1.6     2.4     3.2     4.1
(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    21.6    17.2    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     9.1     7.9     5.9     3.9     2.0     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    11.9     9.5    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     5.0     4.3     3.3     2.2     1.1     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   182.4   145.7   428.6   759.1   979.9  1077.2  1020.8
            V     110.1   104.1   105.4    94.8    79.5    62.4    47.1    36.2
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   110.1   104.1   105.4    94.8    79.5    64.2    50.2    38.8
            M       0.0   182.4   145.7   428.6   759.1   935.7   984.2   956.4
Total     : M+      0.0   331.4   264.4   787.5  1432.0  1877.3  2109.8  2098.9
            V     176.3   165.6   167.8   148.9   120.1    89.5    60.7    36.3
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   176.3   165.6   167.8   148.9   120.1    91.3    63.8    39.0
            M       0.0   331.4   264.4   787.5  1432.0  1833.2  2016.7  2034.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   63.16   62.67   65.00
Self wt.  : M     333.0   289.6   217.2   115.9    38.3    48.1     0.0
(Max)       V       4.4     8.7    13.1    17.5    20.2    19.9    21.4
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      56.5    49.1    36.8    19.6     6.5     8.2     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     407.3   354.2   265.7   141.7    46.9    58.8     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.7    24.3    26.2
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       3.2     2.4     1.6     0.7     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     149.8   130.3    97.7    52.1    17.2    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.1     8.9     9.6
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      82.7    71.9    53.9    28.8     9.5    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     5.0     4.9     5.3
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+   1077.2   979.9   759.0   428.6   145.7   182.4     0.0
            V      47.1    62.4    79.5    94.8   105.4   104.1   110.1
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    50.2    64.2    79.5    94.8   105.4   104.1   110.1
            M     984.2   935.7   759.0   428.6   145.7   182.4     0.0
Total     : M+   2109.8  1877.3  1432.0   787.5   264.4   331.4     0.0
            V      60.7    89.5   120.1   148.9   167.8   165.6   176.3
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    63.8    91.3   120.1   148.9   167.8   165.6   176.3
            M    2016.7  1833.2  1432.0   787.5   264.4   331.4     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17   23.22
 
Beam-Self
Precast-top    0.141   0.293   0.519   0.678   0.774   0.806   0.734 
Bottom        -0.122  -0.254  -0.448  -0.584  -0.666  -0.693  -0.632 
 
Prestress
Precast-top   -0.412  -0.481  -0.607  -0.732  -0.793  -0.793  -0.793 
Bottom         2.785   2.842   2.946   3.047   3.097   3.097   3.097 
 
Total
Precast-top   -0.271  -0.189  -0.089  -0.053  -0.019   0.013  -0.059 
Bottom         2.662   2.588   2.497   2.463   2.432   2.404   2.466 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.04 %)
             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    5.97   12.60   19.23   25.87   32.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.015   0.046   0.086   0.115   0.132   0.138 
Precast-top   -0.074  -0.089  -0.081   0.228   0.682   0.972   1.157   1.239 
Bottom         0.557   2.157   1.828   1.835   1.375   1.077   0.890   0.810 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17   23.22
 
Beam-Self
Precast-top    0.141   0.293   0.519   0.678   0.774   0.806   0.734 
Bottom        -0.122  -0.254  -0.448  -0.584  -0.666  -0.693  -0.632 
 
Prestress
Precast-top   -0.412  -0.481  -0.607  -0.732  -0.793  -0.793  -0.793 
Bottom         2.785   2.842   2.946   3.047   3.097   3.097   3.097 
 
Total
Precast-top   -0.271  -0.189  -0.089  -0.053  -0.019   0.013  -0.059 
Bottom         2.662   2.588   2.497   2.463   2.432   2.404   2.466 
 
As_top  , in2  0.511   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.04 %)
             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    5.97   12.60   19.23   25.87   32.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    5.97   12.60   19.23   25.87   32.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.114   0.091   0.268   0.476   0.615   0.678   0.649 
Precast-top   -0.037   0.007   0.000   0.235   0.554   0.761   0.881   0.906 
Bottom         0.279   0.863   0.741   0.413  -0.202  -0.605  -0.810  -0.785 
 

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
    274.1    6.5   40.7    0.564   1.8   6.00e-3 50.0    286.5     1.689    2.640      0.00
      0.0    0.5   40.4     42.0 0.230      16.2 0.87    12.00     0.092    1.085 
Transfer:   3.00
    258.3    6.5   40.7    2.536   7.9   0.30e-3 30.0    207.8     0.607    1.760      0.00
    514.7    2.3   39.6    189.0 0.217      71.4 3.93    12.00     0.092    1.148 
Critical:   3.96
    251.8    6.5   40.7    2.687   7.9  -0.01e-3 29.0    184.3     0.517    1.760      0.00
    698.6    2.4   39.5    189.0 0.212      87.5 4.82    12.00     0.092    1.176 
0.1L    :   6.63
    233.9    6.5   40.7    3.095   7.9   0.15e-3 29.5    173.9     0.501    0.827      0.00
   1218.7    2.7   39.3    189.0 0.197      78.1 4.32    12.00     0.092    1.260 
0.2L    :  13.27
    192.3    6.5   39.6    4.340   7.9   0.49e-3 30.7    144.8     0.455    0.620      0.00
   2198.4    3.4   37.8    189.0 0.167      60.9 3.50    12.00     0.092    1.246 
0.3L    :  19.90
    151.7    6.5   40.4    4.340   7.9   1.67e-3 34.9    122.8     0.442    0.620      0.00
   2849.1    3.4   38.7    189.0 0.128      37.9 2.13    12.00     0.092    1.294 
0.4L    :  26.53
    111.9    6.5   40.8    4.340   0.0   2.12e-3 36.4     91.0     0.343    0.496      0.00
   3165.4    3.4   39.1    189.0 0.098      33.3 1.85    24.00     0.092    1.326 
0.5L    :  33.17
     72.8    6.5   40.8    4.340   0.0   1.79e-3 35.3     44.1     0.159    0.413      0.00
   3158.8    3.4   39.1    189.0 0.064      36.9 2.05    24.00     0.092    1.869 
0.6L    :  39.80
    111.9    6.5   40.8    4.340   0.0   2.12e-3 36.4     91.0     0.343    0.496      0.00
   3165.4    3.4   39.1    189.0 0.098      33.3 1.85    24.00     0.092    1.326 
0.7L    :  46.43
    151.7    6.5   40.4    4.340   7.9   1.67e-3 34.9    122.8     0.442    0.620      0.00
   2849.1    3.4   38.7    189.0 0.128      37.9 2.13    12.00     0.092    1.294 
0.8L    :  53.07
    192.3    6.5   39.6    4.340   7.9   0.49e-3 30.7    144.8     0.455    0.620      0.00
   2198.4    3.4   37.8    189.0 0.167      60.9 3.50    12.00     0.092    1.246 
0.9L    :  59.70
    233.9    6.5   40.7    3.095   7.9   0.15e-3 29.5    173.9     0.501    0.827      0.00
   1218.7    2.7   39.3    189.0 0.197      78.1 4.32    12.00     0.092    1.260 
Critical:  62.37
    251.8    6.5   40.7    2.687   7.9  -0.01e-3 29.0    184.3     0.517    1.760      0.00
    698.6    2.4   39.5    189.0 0.212      87.5 4.82    12.00     0.092    1.176 
Transfer:  63.33
    258.3    6.5   40.7    2.536   7.9   0.30e-3 30.0    207.8     0.607    1.760      0.00
    514.7    2.3   39.6    189.0 0.217      71.4 3.93    12.00     0.092    1.148 
Bearing :  65.67
    274.1    6.5   40.7    0.564   1.8   6.00e-3 50.0    286.5     1.689    2.640      0.00
      0.0    0.5   40.4     42.0 0.230      16.2 0.87    12.00     0.092    1.085 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  850.73
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    1.70
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 5
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    274.1      7.53     40.69    0.51       40.44    24.00      0.300      1.760      0.000      2.640 
Transfer:      2.33
    258.3      7.25     40.69    2.25       39.57    24.00      0.300      1.668      0.000      1.760 
Critical:      3.29
    251.9      7.09     40.69    2.38       39.50    24.00      0.300      1.612      0.000      1.760 
0.1L    :      5.97
    233.9      6.61     40.69    2.74       39.33    24.00      0.300      1.453      0.000      0.827 
0.2L    :     12.60
    192.3      5.65     39.56    3.43       37.85    24.00      0.300      1.132      0.000      0.620 
0.3L    :     19.23
    151.7      4.35     40.42    3.44       38.70    24.00      0.300      0.702      0.000      0.620 
0.4L    :     25.87
    111.9      3.18     40.85    3.44       39.13    24.00      0.300      0.309      0.000      0.496 
0.5L    :     32.50
     72.8      2.07     40.85    3.44       39.13    24.00      0.300      0.000      0.000      0.413 
0.6L    :     39.13
    111.9      3.18     40.85    3.44       39.13    24.00      0.300      0.309      0.000      0.496 
0.7L    :     45.77
    151.7      4.35     40.42    3.44       38.70    24.00      0.300      0.702      0.000      0.620 
0.8L    :     52.40
    192.3      5.65     39.56    3.43       37.85    24.00      0.300      1.132      0.000      0.620 
0.9L    :     59.03
    233.9      6.61     40.69    2.74       39.33    24.00      0.300      1.453      0.000      0.827 
Critical:     61.71
    251.9      7.09     40.69    2.38       39.50    24.00      0.300      1.612      0.000      1.760 
Transfer:     62.67
    258.3      7.25     40.69    2.25       39.57    24.00      0.300      1.668      0.000      1.760 
Bearing :     65.00
    274.1      7.53     40.69    0.51       40.44    24.00      0.300      1.760      0.000      2.640 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.97 ft
Prestress      :       0.655  1.80      1.179  2.20      1.441
Self Wt.       :      -0.197  1.85     -0.364  2.40     -0.473
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          :       0.458            0.815            0.969
 
At 0.2 x L = 12.60 ft
Prestress      :       1.175  1.80      2.116  2.20      2.586
Self Wt.       :      -0.371  1.85     -0.686  2.40     -0.890
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          :       0.805            1.430            1.696
 
At 0.3 x L = 19.23 ft
Prestress      :       1.549  1.80      2.787  2.20      3.407
Self Wt.       :      -0.505  1.85     -0.935  2.40     -1.213
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          :       1.043            1.853            2.194
 
At 0.4 x L = 25.87 ft
Prestress      :       1.774  1.80      3.194  2.20      3.903
Self Wt.       :      -0.590  1.85     -1.092  2.40     -1.417
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          :       1.184            2.102            2.487
 
At 0.5 x L = 32.50 ft
Prestress      :       1.851  1.80      3.332  2.20      4.073
Self Wt.       :      -0.620  1.85     -1.147  2.40     -1.488
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.232            2.186            2.585
 
At 0.6 x L = 39.13 ft
Prestress      :       1.774  1.80      3.194  2.20      3.903
Self Wt.       :      -0.590  1.85     -1.092  2.40     -1.417
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          :       1.184            2.102            2.487
 
At 0.7 x L = 45.77 ft
Prestress      :       1.549  1.80      2.787  2.20      3.407
Self Wt.       :      -0.505  1.85     -0.935  2.40     -1.213
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          :       1.043            1.853            2.194
 
At 0.8 x L = 52.40 ft
Prestress      :       1.175  1.80      2.116  2.20      2.586
Self Wt.       :      -0.371  1.85     -0.686  2.40     -0.890
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          :       0.805            1.430            1.696
 
At 0.9 x L = 59.03 ft
Prestress      :       0.655  1.80      1.179  2.20      1.441
Self Wt.       :      -0.197  1.85     -0.364  2.40     -0.473
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          :       0.458            0.815            0.969
 

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
   508.5    38.2  2.818  264.8    2.6   2.25   2307.7  0.045T 1.00       -       -     -     -  
H/2     :   1.84
   405.2    38.2  2.358  265.6    2.2   1.89   1943.3  0.054T 1.00       -       -     -     -  
0.1L    :   5.97
  1218.7    38.7  3.438  263.7    3.2   2.74   2821.5  0.036T 1.00       -       -     -     -  
0.2L    :  12.60
  2259.3    39.6  4.340  262.3    4.0   3.43   3590.1  0.028T 1.00    393.1   393.1    9.13    -  
0.3L    :  19.23
  2969.0    40.4  4.340  262.4    4.0   3.44   3673.6  0.028T 1.00    285.9   285.9   12.85    -  
0.4L    :  25.87
  3390.1    40.8  4.340  262.5    4.0   3.44   3715.3  0.028T 1.00    221.6   221.6   16.76    -  
0.5L    :  32.50
  3499.7    40.8  4.340  262.5    4.0   3.44   3715.3  0.028T 1.00    198.8   198.8   18.69    -  
0.6L    :  39.13
  3390.1    40.8  4.340  262.5    4.0   3.44   3715.3  0.028T 1.00    221.6   221.6   16.76    -  
0.7L    :  45.77
  2969.0    40.4  4.340  262.4    4.0   3.44   3673.6  0.028T 1.00    285.9   285.9   12.85    -  
0.8L    :  52.40
  2259.3    39.6  4.340  262.3    4.0   3.43   3590.1  0.028T 1.00    393.1   393.1    9.13    -  
0.9L    :  59.03
  1218.7    38.7  3.438  263.7    3.2   2.74   2821.5  0.036T 1.00       -       -     -     -  
H/2     :  63.16
   405.2    38.2  2.358  265.6    2.2   1.89   1943.3  0.054T 1.00       -       -     -     -  
Transfer:  62.67
   508.5    38.2  2.818  264.8    2.6   2.25   2307.7  0.045T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 5; Groups 1-10; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.036
        M   2.00 Fb     0.212
 
  2   2 E  32.00 Ft     0.347
        M   2.00 Fb     0.184
 
  3   2 E   6.00 Ft     0.306
        M   6.00 Fb     0.462
 
  4   2 E   6.00 Ft     0.264
        M   6.00 Fb     0.741
 
  5   2 E   6.00 Ft     0.223
        M   6.00 Fb     1.020
 
  6   2 E   4.00 Ft     0.150
        M   4.00 Fb     1.326
 
  7   2 E   2.00 Ft     0.044
        M   2.00 Fb     1.660
 
  8   2 E   2.00 Ft    -0.061
        M   2.00 Fb     1.994
 
  9   2 E   2.00 Ft    -0.166
        M   2.00 Fb     2.328
 
 10   2 E   2.00 Ft    -0.271
        M   2.00 Fb     2.662
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 66.33            Release Length, ft: 66.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  20
No. of strands, Draped:   2           No. of strands, Straight:  18
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  6.62 %               Final losses: 13.33 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       2.662     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.271       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3715.30     3499.72     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   0.138     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.239     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   2.157    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.906     Midspan
    Pre.Bot:                                                             2.000   0.863    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.851  1.80      3.332  2.20      4.073
Self Wt.       :      -0.620  1.85     -1.147  2.40     -1.488
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.232            2.186            2.585
 
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

