 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTC60 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 60 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) Straight Strands only.
                     (9) The beam lifting and supporting points are both assumed are 2 feet and 3 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_d8fd.tmp\BTC60\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 =   2405983.50
 
SPAN DATA
---------
Precast length    , ft =     61.330
Bearing-to-bearing, ft =     60.000
Release span      , ft =     61.330
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1               IA-BTC    3.500    691.8   178971.0  45.00  20.74  34.00   8.125
 2               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   9.250
 3               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   9.250
 4               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   9.250
 5               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   8.125
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      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 
     Straight Pattern
     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   60.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   60.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   60.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   60.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   60.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   60.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   60.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   60.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   60.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   60.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   60.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   30.000
   1    2        0.500   30.000
   1    3        0.500   30.000
   1    4        0.500   30.000
   1    5        0.250   30.000
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   60.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   60.00   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    0.072     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:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.71 in):
 
  8 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    4.50  0.1250  2.0000 No        
       2 US#6[M19]  60.0  0.88    6.00  2.0000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  7.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.4167 15.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.4167 21.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 21.6667 39.6634 Yes       
       2 US#5[M16]  60.0  0.62   15.00 39.6634 45.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 45.9134 53.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 53.9134 56.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 56.1634 56.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 56.8301 59.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 59.3301 61.2051 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 61.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.71 in):
 
  8 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    4.50  0.1250  2.0000 No        
       2 US#6[M19]  60.0  0.88    6.00  2.0000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  7.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.4167 15.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.4167 21.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 21.6667 39.6634 Yes       
       2 US#5[M16]  60.0  0.62   15.00 39.6634 45.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 45.9134 53.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 53.9134 56.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 56.1634 56.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 56.8301 59.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 59.3301 61.2051 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 61.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.71 in):
 
  8 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    4.50  0.1250  2.0000 No        
       2 US#6[M19]  60.0  0.88    6.00  2.0000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  7.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.4167 15.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.4167 21.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 21.6667 39.6634 Yes       
       2 US#5[M16]  60.0  0.62   15.00 39.6634 45.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 45.9134 53.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 53.9134 56.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 56.1634 56.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 56.8301 59.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 59.3301 61.2051 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 61.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.71 in):
 
  8 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    4.50  0.1250  2.0000 No        
       2 US#6[M19]  60.0  0.88    6.00  2.0000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  7.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.4167 15.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.4167 21.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 21.6667 39.6634 Yes       
       2 US#5[M16]  60.0  0.62   15.00 39.6634 45.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 45.9134 53.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 53.9134 56.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 56.1634 56.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 56.8301 59.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 59.3301 61.2051 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 61.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.71 in):
 
  8 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    4.50  0.1250  2.0000 No        
       2 US#6[M19]  60.0  0.88    6.00  2.0000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667  7.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.4167 15.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.4167 21.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 21.6667 39.6634 Yes       
       2 US#5[M16]  60.0  0.62   15.00 39.6634 45.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 45.9134 53.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 53.9134 56.1634 Yes       
       2 US#6[M19]  60.0  0.88    8.00 56.1634 56.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 56.8301 59.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 59.3301 61.2051 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 61.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 

Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   60.00
     DC  Line       0.052      0.00       0.052   60.00
     DC  Line       0.076      0.00       0.076   60.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    30.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 61.330 ft
Release length = 61.330 ft
Design  length = 60.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.796   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.920   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.013   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 1
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        691.8 in2           1409.6 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           469771 in4#
Ht. of c.g.           =        20.74 in             35.28 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1525.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9290

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     2.22     5.47    11.60    17.73    23.87    30.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    695.5    708.3    707.6    708.3    708.3    708.3    708.3    708.3
  Yb      ,  in    20.65    20.34    20.36    20.34    20.34    20.34    20.34    20.34
  MI(Ixx) , in4   180025   183638   183461   183638   183638   183638   183638   183638
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1413.1   1425.4   1424.8   1425.4   1425.4   1425.4   1425.4   1425.4
  Yb      ,  in    35.20    34.92    34.94    34.92    34.92    34.92    34.92    34.92
  MI(Ixx) , in4   473255   485351   484754   485351   485351   485351   485351   485351

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.71 in):
     8 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.926 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.907 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.140 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)       
-------------------------------------------------------------------------------------
       858.620         740 635.379     10.913 44196.027   640.084     388.215        
 
 
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       4.50       0.1250      2.0000     No
      2      US#6[M19]       60.00        0.88       6.00       2.0000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      7.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.4167     15.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.4167     21.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      21.6667     39.6634    Yes
      2      US#5[M16]       60.00        0.62      15.00      39.6634     45.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00      45.9134     53.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00      53.9134     56.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      56.1634     56.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      56.8301     59.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      59.3301     61.2051     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 61.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  3.71 in
         P_init    =      595.5 kips  Ecc = 17.03 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.42 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.310 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.96 ksi    0.00 ksi
    due to Composite Loads                                 -0.99 ksi    0.00 ksi
    due to Live Loads                                      -4.14 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                         7.83 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.42 ksi  ( 4.29 %)            13.04 ksi ( 6.65 %)
Total Prestress Losses                                    21.46 ksi (10.95 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    48.5    46.2   107.4   202.3   270.1   310.7   324.3
(Max)       V      21.6    19.9    20.0    17.7    13.3     8.8     4.4     0.0
DL-Prec.  : M       0.0    11.0    10.5    24.3    45.8    61.2    70.4    73.4
DC(Max)     V       4.9     4.5     4.5     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    54.2    51.6   120.0   225.9   301.6   347.0   362.2
Haunch (Max)V      24.1    22.3    22.4    19.7    14.8     9.9     4.9     0.0
Diaphragm : M       0.0     0.3     0.3     0.7     1.5     2.2     3.0     3.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    19.9    19.0    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.2     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    11.0    10.5    24.4    45.9    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.5     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   176.8   168.4   388.2   716.5   931.6  1057.6  1081.7
            V     101.4    95.7    96.0    88.1    74.5    60.8    43.9    30.2
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   101.4    95.7    96.0    88.1    75.0    62.4    50.1    38.3
            M       0.0   179.8   171.4   388.2   686.8   873.2   944.6   906.9
Total     : M+      0.0   321.7   306.3   709.1  1321.0  1738.8  1986.8  2052.0
            V     166.0   155.3   155.8   141.0   114.1    87.3    57.2    30.3
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   166.0   155.3   155.8   141.0   114.6    88.8    63.4    38.4
            M       0.0   324.7   309.3   709.1  1291.3  1680.4  1873.8  1877.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   57.78   57.67   60.00
Self wt.  : M     310.7   270.1   202.3   107.4    46.2    48.5     0.0
(Max)       V       4.4     8.8    13.3    17.7    20.0    19.9    21.6
DL-Prec.  : M      70.4    61.2    45.8    24.3    10.5    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.5     4.5     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     347.0   301.6   225.9   120.0    51.6    54.2     0.0
Haunch (Max)V       4.9     9.9    14.8    19.7    22.4    22.3    24.1
Diaphragm : M       3.0     2.2     1.5     0.7     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     127.6   110.9    83.1    44.1    19.0    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.2     8.2     8.9
DL-Comp   : M      70.4    61.2    45.9    24.4    10.5    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.5     4.5     4.9
LL + I    : M+   1057.6   931.6   716.5   388.2   168.4   176.8     0.0
            V      43.9    60.8    74.5    88.1    96.0    95.7   101.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    50.1    62.4    75.0    88.1    96.0    95.7   101.4
            M     944.6   873.2   686.8   388.2   171.4   179.8     0.0
Total     : M+   1986.8  1738.8  1321.0   709.1   306.3   321.7     0.0
            V      57.2    87.3   114.1   141.0   155.8   155.3   166.0
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    63.4    88.8   114.6   141.0   155.8   155.3   166.0
            M    1873.8  1680.4  1291.3   709.1   309.3   324.7     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.6             21.6
Deck+Haunch            24.1             24.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.9              4.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           44.4             44.4
DL-Comp.(DW)           24.5             24.5
Live                   80.0             80.0
        Truck          60.8             60.8
        Lane           19.2             19.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    48.5    46.2   107.4   202.3   270.1   310.7   324.3
(Max)       V      21.6    19.9    20.0    17.7    13.3     8.8     4.4     0.0
DL-Prec.  : M       0.0    11.0    10.5    24.3    45.8    61.2    70.4    73.4
DC(Max)     V       4.9     4.5     4.5     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    54.2    51.6   120.0   225.9   301.6   347.0   362.2
Haunch (Max)V      24.1    22.3    22.4    19.7    14.8     9.9     4.9     0.0
Diaphragm : M       0.0     0.3     0.3     0.7     1.5     2.2     3.0     3.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    19.9    19.0    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.2     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    11.0    10.5    24.4    45.9    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.5     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   141.4   134.7   310.6   573.2   745.3   846.1   865.3
            V      81.1    76.6    76.8    70.5    59.6    48.6    35.1    24.1
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    81.1    76.6    76.8    70.5    60.0    49.9    40.1    30.6
            M       0.0   143.9   137.1   310.6   549.5   698.5   755.7   725.5
Total     : M+      0.0   286.3   272.7   631.5  1177.7  1552.5  1775.3  1835.7
            V     145.7   136.1   136.6   123.3    99.2    75.1    48.4    24.3
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   145.7   136.1   136.6   123.3    99.6    76.4    53.4    30.8
            M       0.0   288.8   275.1   631.5  1153.9  1505.8  1684.9  1695.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   57.78   57.67   60.00
Self wt.  : M     310.7   270.1   202.3   107.4    46.2    48.5     0.0
(Max)       V       4.4     8.8    13.3    17.7    20.0    19.9    21.6
DL-Prec.  : M      70.4    61.2    45.8    24.3    10.5    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.5     4.5     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     347.0   301.6   225.9   120.0    51.6    54.2     0.0
Haunch (Max)V       4.9     9.9    14.8    19.7    22.4    22.3    24.1
Diaphragm : M       3.0     2.2     1.5     0.7     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     127.6   110.9    83.1    44.1    19.0    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.2     8.2     8.9
DL-Comp   : M      70.4    61.2    45.9    24.4    10.5    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.5     4.5     4.9
LL + I    : M+    846.1   745.3   573.2   310.6   134.7   141.4     0.0
            V      35.1    48.6    59.6    70.5    76.8    76.6    81.1
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    40.1    49.9    60.0    70.5    76.8    76.6    81.1
            M     755.7   698.5   549.5   310.6   137.1   143.9     0.0
Total     : M+   1775.3  1552.5  1177.7   631.5   272.7   286.3     0.0
            V      48.4    75.1    99.2   123.3   136.6   136.1   145.7
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    53.4    76.4    99.6   123.3   136.6   136.1   145.7
            M    1684.9  1505.8  1153.9   631.5   275.1   288.8     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    60.6    57.7   134.3   252.9   337.6   388.4   405.4
(Max)       V      27.0    24.9    25.0    22.1    16.6    11.0     5.5     0.0
Self wt.  : M       0.0    43.7    41.6    96.7   182.1   243.1   279.7   291.9
(Min)       V      19.5    17.9    18.0    15.9    11.9     8.0     4.0     0.0
DL-Prec.  : M       0.0    13.7    13.1    30.4    57.3    76.4    87.9    91.8
DC(Max)     V       6.1     5.6     5.7     5.0     3.8     2.5     1.3     0.0
DL-Prec.  : M       0.0     9.9     9.4    21.9    41.2    55.0    63.3    66.1
DC(Min)     V       4.4     4.1     4.1     3.6     2.7     1.8     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    67.7    64.5   150.0   282.4   377.0   433.8   452.7
Haunch (Max)V      30.2    27.8    27.9    24.7    18.5    12.3     6.2     0.0
Deck +    : M       0.0    48.8    46.4   108.0   203.3   271.5   312.3   326.0
Haunch (Min)V      21.7    20.0    20.1    17.8    13.3     8.9     4.4     0.0
Diaphragm : M       0.0     0.4     0.3     0.9     1.8     2.8     3.7     4.7
(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     0.6     1.3     2.0     2.7     3.4
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    24.9    23.7    55.2   103.9   138.7   159.5   166.5
DC(Max)     V      11.1    10.2    10.3     9.1     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    17.9    17.1    39.7    74.8    99.8   114.9   119.9
DC(Min)     V       8.0     7.4     7.4     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0    16.5    15.7    36.5    68.8    91.8   105.6   110.3
DW(Max)     V       7.4     6.8     6.8     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.1     6.8    15.8    29.8    39.8    45.8    47.8
DW(Min)     V       3.2     2.9     2.9     2.6     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   309.4   294.6   679.3  1253.9  1630.3  1850.8  1892.9
            V     177.4   167.5   168.0   154.2   130.3   106.4    76.8    52.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   177.4   167.5   168.0   154.2   131.2   109.1    87.7    67.0
            M       0.0   314.7   299.9   679.3  1201.9  1528.1  1653.1  1587.0
Total     : M+      0.0   493.2   469.7  1086.6  2020.9  2654.6  3029.9  3124.2
            V     259.4   243.1   243.9   221.3   180.6   140.0    93.6    53.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   259.4   243.1   243.9   221.3   181.5   142.7   104.6    67.2
            M       0.0   498.6   475.0  1086.6  1969.0  2552.4  2832.2  2818.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   57.78   57.67   60.00
Self wt.  : M     388.4   337.6   252.9   134.3    57.7    60.6     0.0
(Max)       V       5.5    11.0    16.6    22.1    25.0    24.9    27.0
Self wt.  : M     279.7   243.1   182.1    96.7    41.6    43.7     0.0
(Min)       V       4.0     8.0    11.9    15.9    18.0    17.9    19.5
DL-Prec.  : M      87.9    76.4    57.3    30.4    13.1    13.7     0.0
DC(Max)     V       1.3     2.5     3.8     5.0     5.7     5.6     6.1
DL-Prec.  : M      63.3    55.0    41.2    21.9     9.4     9.9     0.0
DC(Min)     V       0.9     1.8     2.7     3.6     4.1     4.1     4.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     433.8   377.0   282.4   150.0    64.5    67.7     0.0
Haunch (Max)V       6.2    12.3    18.5    24.7    27.9    27.8    30.2
Deck +    : M     312.3   271.5   203.3   108.0    46.4    48.8     0.0
Haunch (Min)V       4.4     8.9    13.3    17.8    20.1    20.0    21.7
Diaphragm : M       3.7     2.8     1.8     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       2.7     2.0     1.3     0.6     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     159.5   138.7   103.9    55.2    23.7    24.9     0.0
DC(Max)     V       2.3     4.5     6.8     9.1    10.3    10.2    11.1
DL-Comp   : M     114.9    99.8    74.8    39.7    17.1    17.9     0.0
DC(Min)     V       1.6     3.3     4.9     6.5     7.4     7.4     8.0
DL-Comp   : M     105.6    91.8    68.8    36.5    15.7    16.5     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.8     6.8     7.4
DL-Comp   : M      45.8    39.8    29.8    15.8     6.8     7.1     0.0
DW(Min)     V       0.7     1.3     2.0     2.6     2.9     2.9     3.2
LL + I    : M+   1850.8  1630.3  1253.9   679.3   294.6   309.4     0.0
            V      76.8   106.4   130.3   154.2   168.0   167.5   177.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    87.7   109.1   131.2   154.2   168.0   167.5   177.4
            M    1653.1  1528.1  1201.9   679.3   299.9   314.7     0.0
Total     : M+   3029.9  2654.6  2020.9  1086.6   469.7   493.2     0.0
            V      93.6   140.0   180.6   221.3   243.9   243.1   259.4
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   104.6   142.7   181.5   221.3   243.9   243.1   259.4
            M    2832.2  2552.4  1969.0  1086.6   475.0   498.6     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               27.0             27.0
Deck+Haunch            30.2             30.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           36.8             36.8
Live                  140.0            140.0
        Truck         106.4            106.4
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    48.5    46.2   107.4   202.3   270.1   310.7   324.3
(Max)       V      21.6    19.9    20.0    17.7    13.3     8.8     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    11.0    10.5    24.3    45.8    61.2    70.4    73.4
DC(Max)     V       4.9     4.5     4.5     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    54.2    51.6   120.0   225.9   301.6   347.0   362.2
Haunch (Max)V      24.1    22.3    22.4    19.7    14.8     9.9     4.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     0.7     1.5     2.2     3.0     3.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    19.9    19.0    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.2     7.3     5.4     3.6     1.8     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    11.0    10.5    24.4    45.9    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.5     4.0     3.0     2.0     1.0     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   175.2   167.0   378.0   667.4   858.6   938.4   875.9
            V     102.2    96.0    96.3    87.5    72.9    57.6    43.0    37.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   102.2    96.0    96.3    87.5    72.9    58.7    45.7    37.0
            M       0.0   175.2   167.0   378.0   667.4   822.3   860.8   875.9
Total     : M+      0.0   320.1   305.0   698.9  1271.9  1665.8  1867.5  1846.2
            V     166.8   155.5   156.1   140.4   112.5    84.1    56.3    37.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   166.8   155.5   156.1   140.4   112.5    85.2    59.0    37.1
            M       0.0   320.1   305.0   698.9  1271.9  1629.5  1790.0  1846.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   57.78   57.67   60.00
Self wt.  : M     310.7   270.1   202.3   107.4    46.2    48.5     0.0
(Max)       V       4.4     8.8    13.3    17.7    20.0    19.9    21.6
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      70.4    61.2    45.8    24.3    10.5    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.5     4.5     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     347.0   301.6   225.9   120.0    51.6    54.2     0.0
Haunch (Max)V       4.9     9.9    14.8    19.7    22.4    22.3    24.1
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       3.0     2.2     1.5     0.7     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     127.6   110.9    83.1    44.1    19.0    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.2     8.2     8.9
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      70.4    61.2    45.9    24.4    10.5    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.5     4.5     4.9
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+    938.4   858.6   667.4   378.0   167.0   175.2     0.0
            V      43.0    57.6    72.9    87.5    96.3    96.0   102.2
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    45.7    58.7    72.9    87.5    96.3    96.0   102.2
            M     860.8   822.3   667.4   378.0   167.0   175.2     0.0
Total     : M+   1867.5  1665.8  1271.9   698.9   305.0   320.1     0.0
            V      56.3    84.1   112.5   140.4   156.1   155.5   166.8
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    59.0    85.2   112.5   140.4   156.1   155.5   166.8
            M    1790.0  1629.5  1271.9   698.9   305.0   320.1     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    6.13   12.27   18.40   24.53   30.67   21.47
 
Beam-Self
Precast-top    0.102   0.197   0.349   0.459   0.524   0.546   0.497 
Bottom        -0.084  -0.162  -0.288  -0.378  -0.432  -0.450  -0.410 
 
Prestress
Precast-top   -0.489  -0.489  -0.489  -0.489  -0.489  -0.489  -0.489 
Bottom         1.938   1.938   1.938   1.938   1.938   1.938   1.938 
 
Total
Precast-top   -0.387  -0.292  -0.139  -0.030   0.035   0.057   0.008 
Bottom         1.854   1.776   1.650   1.560   1.505   1.487   1.528 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.78 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
 
Prestress
Precast-top   -0.100  -0.436  -0.420  -0.436  -0.436  -0.436  -0.436  -0.436
Bottom         0.398   1.729   1.665   1.729   1.729   1.729   1.729   1.729
 
Self wt.
Precast-top   -0.000   0.078   0.074   0.173   0.326   0.435   0.501   0.522
Bottom        -0.000  -0.064  -0.062  -0.143  -0.269  -0.359  -0.413  -0.431
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.017   0.039   0.074   0.099   0.113   0.118
Bottom        -0.000  -0.015  -0.014  -0.032  -0.061  -0.081  -0.094  -0.098
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.004   0.005   0.006
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.087   0.083   0.193   0.364   0.486   0.559   0.584
Bottom        -0.000  -0.072  -0.069  -0.160  -0.300  -0.401  -0.461  -0.481
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.008   0.019   0.035   0.047   0.054   0.056
Precast-top   -0.000   0.005   0.005   0.011   0.021   0.028   0.032   0.033
Bottom        -0.000  -0.017  -0.016  -0.038  -0.072  -0.096  -0.110  -0.115
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.004   0.010   0.019   0.026   0.030   0.031
Precast-top   -0.000   0.003   0.003   0.006   0.011   0.015   0.018   0.018
Bottom        -0.000  -0.009  -0.009  -0.021  -0.040  -0.053  -0.061  -0.063
 
LL+I(+)
Topping-top   -0.000   0.074   0.071   0.163   0.302   0.392   0.445   0.455
Precast-top   -0.000   0.044   0.042   0.097   0.178   0.232   0.263   0.269
Bottom        -0.000  -0.153  -0.146  -0.335  -0.619  -0.804  -0.913  -0.934
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.087   0.083   0.192   0.356   0.465   0.529   0.542 
Precast-top   -0.100  -0.201  -0.196   0.084   0.541   0.862   1.055   1.115 
Bottom         0.398   1.398   1.349   0.999   0.367  -0.068  -0.327  -0.399 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.013   0.012   0.029   0.054   0.072   0.083   0.087 
Precast-top   -0.100  -0.245  -0.238  -0.012   0.362   0.630   0.791   0.846 
Bottom         0.398   1.551   1.495   1.334   0.985   0.736   0.586   0.535 
 

 
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    6.13   12.27   18.40   24.53   30.67   21.47
 
Beam-Self
Precast-top    0.102   0.197   0.349   0.459   0.524   0.546   0.497 
Bottom        -0.084  -0.162  -0.288  -0.378  -0.432  -0.450  -0.410 
 
Prestress
Precast-top   -0.489  -0.489  -0.489  -0.489  -0.489  -0.489  -0.489 
Bottom         1.938   1.938   1.938   1.938   1.938   1.938   1.938 
 
Total
Precast-top   -0.387  -0.292  -0.139  -0.030   0.035   0.057   0.008 
Bottom         1.854   1.776   1.650   1.560   1.505   1.487   1.528 
 
As_top  , in2  1.468   0.977   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 = 10.78 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
 
Prestress
Precast-top   -0.100  -0.436  -0.420  -0.436  -0.436  -0.436  -0.436  -0.436
Bottom         0.398   1.729   1.665   1.729   1.729   1.729   1.729   1.729
 
Self wt.
Precast-top   -0.000   0.078   0.074   0.173   0.326   0.435   0.501   0.522
Bottom        -0.000  -0.064  -0.062  -0.143  -0.269  -0.359  -0.413  -0.431
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.017   0.039   0.074   0.099   0.113   0.118
Bottom        -0.000  -0.015  -0.014  -0.032  -0.061  -0.081  -0.094  -0.098
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.004   0.005   0.006
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.087   0.083   0.193   0.364   0.486   0.559   0.584
Bottom        -0.000  -0.072  -0.069  -0.160  -0.300  -0.401  -0.461  -0.481
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.008   0.019   0.035   0.047   0.054   0.056
Precast-top   -0.000   0.005   0.005   0.011   0.021   0.028   0.032   0.033
Bottom        -0.000  -0.017  -0.016  -0.038  -0.072  -0.096  -0.110  -0.115
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.004   0.010   0.019   0.026   0.030   0.031
Precast-top   -0.000   0.003   0.003   0.006   0.011   0.015   0.018   0.018
Bottom        -0.000  -0.009  -0.009  -0.021  -0.040  -0.053  -0.061  -0.063
 
LL+I(+)
Topping-top   -0.000   0.060   0.057   0.131   0.241   0.314   0.356   0.364
Precast-top   -0.000   0.035   0.034   0.077   0.143   0.186   0.211   0.216
Bottom        -0.000  -0.122  -0.116  -0.268  -0.495  -0.644  -0.731  -0.747
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.073   0.069   0.160   0.296   0.386   0.440   0.451 
Precast-top   -0.100  -0.210  -0.204   0.065   0.505   0.816   1.002   1.061 
Bottom         0.398   1.429   1.379   1.066   0.490   0.092  -0.145  -0.212 
 

 
 
Span : 1, Beam : 1, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
F_LL+I(+)
Topping-top   -0.000   0.074   0.070   0.159   0.281   0.361   0.395   0.369
Precast-top   -0.000   0.044   0.042   0.094   0.166   0.214   0.234   0.218
Bottom        -0.000  -0.151  -0.144  -0.326  -0.576  -0.741  -0.810  -0.756
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.080   0.077   0.174   0.308   0.398   0.437   0.412 
Precast-top   -0.050  -0.079  -0.077   0.088   0.347   0.529   0.629   0.641 
Bottom         0.199   0.624   0.603   0.341  -0.084  -0.373  -0.517  -0.489 
 

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
    259.4    6.5   49.5    0.443   0.0   6.00e-3 50.0    268.4     1.296    2.347      0.02
      0.0    0.4   49.4     41.9 0.180      19.8 0.87    12.00     0.092    1.392 
Transfer:   3.00
    243.1    6.5   49.5    2.000   0.0   1.90e-3 35.6    225.8     0.664    1.760      0.00
    498.6    1.6   48.7    189.0 0.171      44.3 1.98    12.00     0.092    1.466 
Critical:   4.72
    231.1    6.5   49.5    2.201   0.0   0.73e-3 31.6    187.6     0.474    1.320      0.00
    822.2    1.8   48.6    189.0 0.162      69.2 3.09    12.00     0.092    1.540 
0.1L    :   6.13
    221.3    6.5   49.5    2.364   0.0   0.63e-3 31.2    173.3     0.432    0.827      0.00
   1086.6    1.9   48.6    189.0 0.156      72.6 3.25    12.00     0.092    1.606 
0.2L    :  12.27
    181.5    6.5   49.5    3.038   0.0   1.11e-3 32.9    143.6     0.384    0.620      0.00
   1969.0    2.4   48.3    189.0 0.128      58.1 2.62    12.00     0.092    1.436 
0.3L    :  18.40
    142.7    6.5   49.5    3.038   0.0   2.34e-3 37.2    119.9     0.376    0.496      0.00
   2552.4    2.4   48.3    189.0 0.101      38.7 1.74    24.00     0.092    1.240 
0.4L    :  24.53
    104.6    6.5   49.5    3.038   0.0   2.70e-3 38.5     81.0     0.266    0.413      0.00
   2832.2    2.4   48.3    189.0 0.074      35.2 1.59    24.00     0.092    1.385 
0.5L    :  30.67
     67.2    6.5   49.5    3.038   0.0   2.23e-3 36.8     34.7     0.108    0.413      0.00
   2818.3    2.4   48.3    189.0 0.048      39.9 1.80    24.00     0.092    2.324 
0.6L    :  36.80
    104.6    6.5   49.5    3.038   0.0   2.70e-3 38.5     81.0     0.266    0.413      0.00
   2832.2    2.4   48.3    189.0 0.074      35.2 1.59    24.00     0.092    1.385 
0.7L    :  42.93
    142.7    6.5   49.5    3.038   0.0   2.34e-3 37.2    119.9     0.376    0.496      0.00
   2552.4    2.4   48.3    189.0 0.101      38.7 1.74    24.00     0.092    1.240 
0.8L    :  49.06
    181.5    6.5   49.5    3.038   0.0   1.11e-3 32.9    143.6     0.384    0.620      0.00
   1969.0    2.4   48.3    189.0 0.128      58.1 2.62    12.00     0.092    1.436 
0.9L    :  55.20
    221.3    6.5   49.5    2.364   0.0   0.63e-3 31.2    173.3     0.432    0.827      0.00
   1086.6    1.9   48.6    189.0 0.156      72.6 3.25    12.00     0.092    1.606 
Critical:  56.61
    231.1    6.5   49.5    2.201   0.0   0.73e-3 31.6    187.6     0.474    1.320      0.00
    822.2    1.8   48.6    189.0 0.162      69.2 3.09    12.00     0.092    1.540 
Transfer:  58.33
    243.1    6.5   49.5    2.000   0.0   1.90e-3 35.6    225.8     0.664    1.760      0.00
    498.6    1.6   48.7    189.0 0.171      44.3 1.98    12.00     0.092    1.466 
Bearing :  60.67
    259.4    6.5   49.5    0.443   0.0   6.00e-3 50.0    268.4     1.296    2.347      0.02
      0.0    0.4   49.4     41.9 0.180      19.8 0.87    12.00     0.092    1.392 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.19
 
 
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
    259.4      5.84     49.54    0.36       49.36    24.00      0.300      1.196      0.000      0.000*
Transfer:      2.33
    243.1      5.54     49.54    1.61       48.73    24.00      0.300      1.098      0.000      1.760 
Critical:      4.05
    231.1      5.28     49.54    1.77       48.65    24.00      0.300      1.010      0.000      1.320 
0.1L    :      5.47
    221.3      5.06     49.54    1.90       48.58    24.00      0.300      0.937      0.000      0.827 
0.2L    :     11.60
    181.5      4.17     49.54    2.43       48.32    24.00      0.300      0.641      0.000      0.620 
0.3L    :     17.73
    142.7      3.28     49.54    2.43       48.32    24.00      0.300      0.344      0.000      0.496 
0.4L    :     23.87
    104.6      2.41     49.54    2.43       48.32    24.00      0.300      0.052      0.000      0.413 
0.5L    :     30.00
     67.2      1.54     49.54    2.43       48.32    24.00      0.300      0.000      0.000      0.413 
0.6L    :     36.13
    104.6      2.41     49.54    2.43       48.32    24.00      0.300      0.052      0.000      0.413 
0.7L    :     42.27
    142.7      3.28     49.54    2.43       48.32    24.00      0.300      0.344      0.000      0.496 
0.8L    :     48.40
    181.5      4.17     49.54    2.43       48.32    24.00      0.300      0.641      0.000      0.620 
0.9L    :     54.53
    221.3      5.06     49.54    1.90       48.58    24.00      0.300      0.937      0.000      0.827 
Critical:     55.95
    231.1      5.28     49.54    1.77       48.65    24.00      0.300      1.010      0.000      1.320 
Transfer:     57.67
    243.1      5.54     49.54    1.61       48.73    24.00      0.300      1.098      0.000      1.760 
Bearing :     60.00
    259.4      5.84     49.54    0.36       49.36    24.00      0.300      1.196      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.47 ft
Prestress      :       0.294  1.80      0.529  2.20      0.646
Self Wt.       :      -0.088  1.85     -0.164  2.40     -0.212
Deck + Haunch  :                       -0.080  2.30     -0.184
DL-Prec. (DC)  :                       -0.016  3.00     -0.049
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.033
DL-Comp. (DW)  :                       -0.006  3.00     -0.018
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 11.60 ft
Prestress      :       0.524  1.80      0.944  2.20      1.153
Self Wt.       :      -0.167  1.85     -0.309  2.40     -0.401
Deck + Haunch  :                       -0.161  2.30     -0.369
DL-Prec. (DC)  :                       -0.033  3.00     -0.098
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.022  3.00     -0.067
DL-Comp. (DW)  :                       -0.012  3.00     -0.037
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 17.73 ft
Prestress      :       0.689  1.80      1.240  2.20      1.515
Self Wt.       :      -0.229  1.85     -0.424  2.40     -0.550
Deck + Haunch  :                       -0.224  2.30     -0.515
DL-Prec. (DC)  :                       -0.045  3.00     -0.136
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.031  3.00     -0.094
DL-Comp. (DW)  :                       -0.017  3.00     -0.052
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 23.87 ft
Prestress      :       0.788  1.80      1.418  2.20      1.733
Self Wt.       :      -0.268  1.85     -0.496  2.40     -0.644
Deck + Haunch  :                       -0.264  2.30     -0.608
DL-Prec. (DC)  :                       -0.054  3.00     -0.161
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.037  3.00     -0.110
DL-Comp. (DW)  :                       -0.020  3.00     -0.061
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 30.00 ft
Prestress      :       0.821  1.80      1.477  2.20      1.805
Self Wt.       :      -0.282  1.85     -0.521  2.40     -0.676
Deck + Haunch  :                       -0.278  2.30     -0.640
DL-Prec. (DC)  :                       -0.056  3.00     -0.169
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.039  3.00     -0.116
DL-Comp. (DW)  :                       -0.021  3.00     -0.064
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 36.13 ft
Prestress      :       0.788  1.80      1.418  2.20      1.733
Self Wt.       :      -0.268  1.85     -0.496  2.40     -0.644
Deck + Haunch  :                       -0.264  2.30     -0.608
DL-Prec. (DC)  :                       -0.054  3.00     -0.161
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.037  3.00     -0.110
DL-Comp. (DW)  :                       -0.020  3.00     -0.061
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 42.27 ft
Prestress      :       0.689  1.80      1.240  2.20      1.515
Self Wt.       :      -0.229  1.85     -0.424  2.40     -0.550
Deck + Haunch  :                       -0.224  2.30     -0.515
DL-Prec. (DC)  :                       -0.045  3.00     -0.136
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.031  3.00     -0.094
DL-Comp. (DW)  :                       -0.017  3.00     -0.052
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 48.40 ft
Prestress      :       0.524  1.80      0.944  2.20      1.153
Self Wt.       :      -0.167  1.85     -0.309  2.40     -0.401
Deck + Haunch  :                       -0.161  2.30     -0.369
DL-Prec. (DC)  :                       -0.033  3.00     -0.098
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.022  3.00     -0.067
DL-Comp. (DW)  :                       -0.012  3.00     -0.037
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 54.53 ft
Prestress      :       0.294  1.80      0.529  2.20      0.646
Self Wt.       :      -0.088  1.85     -0.164  2.40     -0.212
Deck + Haunch  :                       -0.080  2.30     -0.184
DL-Prec. (DC)  :                       -0.016  3.00     -0.049
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.033
DL-Comp. (DW)  :                       -0.006  3.00     -0.018
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
   493.2    49.5  2.000  267.1    1.9   1.61   2169.5  0.078T 1.00       -       -     -     -  
H/2     :   2.22
   469.7    49.5  1.923  267.2    1.8   1.55   2087.6  0.081T 1.00       -       -     -     -  
0.1L    :   5.47
  1086.6    49.5  2.364  266.6    2.2   1.90   2552.0  0.066T 1.00       -       -     -     -  
0.2L    :  11.60
  2020.9    49.5  3.038  265.6    2.9   2.43   3249.3  0.051T 1.00       -       -     -     -  
0.3L    :  17.73
  2654.6    49.5  3.038  265.6    2.9   2.43   3249.3  0.051T 1.00   2854.2  2854.2    1.14    -  
0.4L    :  23.87
  3029.9    49.5  3.038  265.6    2.9   2.43   3249.3  0.051T 1.00   2802.4  2802.4    1.16    -  
0.5L    :  30.00
  3124.2    49.5  3.038  265.6    2.9   2.43   3249.3  0.051T 1.00   2784.8  2784.8    1.17    -  
0.6L    :  36.13
  3029.9    49.5  3.038  265.6    2.9   2.43   3249.3  0.051T 1.00   2802.4  2802.4    1.16    -  
0.7L    :  42.27
  2654.6    49.5  3.038  265.6    2.9   2.43   3249.3  0.051T 1.00   2854.2  2854.2    1.14    -  
0.8L    :  48.40
  2020.9    49.5  3.038  265.6    2.9   2.43   3249.3  0.051T 1.00   2940.3  2687.9    1.11    -  
0.9L    :  54.53
  1086.6    49.5  2.364  266.6    2.2   1.90   2552.0  0.066T 1.00       -       -     -     -  
H/2     :  57.78
   469.7    49.5  1.923  267.2    1.8   1.55   2087.6  0.081T 1.00       -       -     -     -  
Transfer:  57.67
   493.2    49.5  2.000  267.1    1.9   1.61   2169.5  0.078T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.012
        M   2.00 Fb     0.209
 
  2   2 E   6.00 Ft    -0.031
        M   6.00 Fb     0.464
 
  3   2 E   6.00 Ft    -0.075
        M   6.00 Fb     0.720
 
  4   2 E   6.00 Ft    -0.119
        M   6.00 Fb     0.975
 
  5   2 E   2.00 Ft    -0.208
        M   2.00 Fb     1.268
 
  6   2 E   2.00 Ft    -0.298
        M   2.00 Fb     1.561
 
  7   2 E   2.00 Ft    -0.387
        M   2.00 Fb     1.854
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 61.33            Release Length, ft: 61.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.29 %               Final losses: 10.95 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.854     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.387       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)                  3249.35     3124.19     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   0.542     Midspan    1.800   0.087     Midspan
    Pre.Top:   3.000   1.115     Midspan    2.250   0.846     Midspan
    Pre.Bot:   3.000   1.398    Transfer    2.250   1.551    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.210    Transfer
    Pre.Bot:  -0.425  -0.212     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.641     Midspan
    Pre.Bot:                                                             2.000   0.624    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  30.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.821  1.80      1.477  2.20      1.805
Self Wt.       :      -0.282  1.85     -0.521  2.40     -0.676
Deck + Haunch  :                       -0.278  2.30     -0.640
DL-Prec. (DC)  :                       -0.056  3.00     -0.169
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.039  3.00     -0.116
DL-Comp. (DW)  :                       -0.021  3.00     -0.064
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   60.00
     DC  Line       0.087      0.00       0.087   60.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    30.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 61.330 ft
Release length = 61.330 ft
Design  length = 60.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.813   (Calculated)    
Live Moment (1  lane  loaded)  : 0.586   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.157   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.926   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 2
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        691.8 in2           1506.8 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           488335 in4#
Ht. of c.g.           =        20.74 in             36.18 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9290

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     2.22     5.47    11.60    17.73    23.87    30.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    695.5    708.3    707.6    708.3    708.3    708.3    708.3    708.3
  Yb      ,  in    20.65    20.34    20.36    20.34    20.34    20.34    20.34    20.34
  MI(Ixx) , in4   180025   183638   183461   183638   183638   183638   183638   183638
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1510.3   1522.6   1522.0   1522.6   1522.6   1522.6   1522.6   1522.6
  Yb      ,  in    36.11    35.85    35.86    35.85    35.85    35.85    35.85    35.85
  MI(Ixx) , in4   492023   504837   504204   504837   504837   504837   504837   504837

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.71 in):
     8 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.967 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.959 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.140 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)       
-------------------------------------------------------------------------------------
       858.620         740 635.379     10.913 44196.027   640.084     388.215        
 
 
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       4.50       0.1250      2.0000     No
      2      US#6[M19]       60.00        0.88       6.00       2.0000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      7.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.4167     15.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.4167     21.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      21.6667     39.6634    Yes
      2      US#5[M16]       60.00        0.62      15.00      39.6634     45.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00      45.9134     53.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00      53.9134     56.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      56.1634     56.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      56.8301     59.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      59.3301     61.2051     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 61.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  3.71 in
         P_init    =      595.5 kips  Ecc = 17.03 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.42 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.310 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.19 ksi    0.00 ksi
    due to Composite Loads                                 -0.98 ksi    0.00 ksi
    due to Live Loads                                      -4.17 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                         7.83 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.42 ksi  ( 4.29 %)            12.79 ksi ( 6.53 %)
Total Prestress Losses                                    21.21 ksi (10.82 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    48.5    46.2   107.4   202.3   270.1   310.7   324.3
(Max)       V      21.6    19.9    20.0    17.7    13.3     8.8     4.4     0.0
DL-Prec.  : M       0.0     8.2     7.8    18.1    34.2    45.6    52.5    54.8
DC(Max)     V       3.7     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    61.5    58.6   136.2   256.5   342.5   394.0   411.2
Haunch (Max)V      27.4    25.3    25.4    22.4    16.8    11.2     5.6     0.0
Diaphragm : M       0.0     0.6     0.6     1.4     2.9     4.4     6.0     7.5
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    19.9    19.0    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.2     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    11.0    10.5    24.4    45.9    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.5     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   179.7   171.2   394.6   728.4   947.0  1075.1  1099.5
            V     115.8   109.3   109.7   100.7    85.0    69.4    50.1    34.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   115.8   109.3   109.7   100.7    85.6    71.2    57.3    43.7
            M       0.0   182.8   174.2   394.6   698.2   887.6   960.3   921.9
Total     : M+      0.0   329.4   313.7   726.3  1353.2  1781.7  2036.4  2104.0
            V     182.5   170.9   171.5   155.3   126.1    96.8    63.9    34.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   182.5   170.9   171.5   155.3   126.6    98.6    71.1    44.0
            M       0.0   332.5   316.8   726.3  1323.0  1722.4  1921.5  1926.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   57.78   57.67   60.00
Self wt.  : M     310.7   270.1   202.3   107.4    46.2    48.5     0.0
(Max)       V       4.4     8.8    13.3    17.7    20.0    19.9    21.6
DL-Prec.  : M      52.5    45.6    34.2    18.1     7.8     8.2     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     394.0   342.5   256.5   136.2    58.6    61.5     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.4    25.3    27.4
Diaphragm : M       6.0     4.4     2.9     1.4     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     127.6   110.9    83.1    44.1    19.0    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.2     8.2     8.9
DL-Comp   : M      70.4    61.2    45.9    24.4    10.5    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.5     4.5     4.9
LL + I    : M+   1075.1   947.0   728.4   394.6   171.2   179.7     0.0
            V      50.1    69.4    85.0   100.7   109.7   109.3   115.8
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    57.3    71.2    85.6   100.7   109.7   109.3   115.8
            M     960.3   887.6   698.2   394.6   174.2   182.8     0.0
Total     : M+   2036.4  1781.7  1353.2   726.3   313.7   329.4     0.0
            V      63.9    96.8   126.1   155.3   171.5   170.9   182.5
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    71.1    98.6   126.6   155.3   171.5   170.9   182.5
            M    1921.5  1722.4  1323.0   726.3   316.8   332.5     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.6             21.6
Deck+Haunch            27.4             27.4
Diaphragm               0.2              0.3
DL-Prec.(DC)            3.7              3.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           44.4             44.4
DL-Comp.(DW)           24.5             24.5
Live                   80.0             80.0
        Truck          60.8             60.8
        Lane           19.2             19.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    48.5    46.2   107.4   202.3   270.1   310.7   324.3
(Max)       V      21.6    19.9    20.0    17.7    13.3     8.8     4.4     0.0
DL-Prec.  : M       0.0     8.2     7.8    18.1    34.2    45.6    52.5    54.8
DC(Max)     V       3.7     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    61.5    58.6   136.2   256.5   342.5   394.0   411.2
Haunch (Max)V      27.4    25.3    25.4    22.4    16.8    11.2     5.6     0.0
Diaphragm : M       0.0     0.6     0.6     1.4     2.9     4.4     6.0     7.5
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    19.9    19.0    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.2     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    11.0    10.5    24.4    45.9    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.5     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   143.8   136.9   315.7   582.7   757.6   860.1   879.6
            V      92.6    87.5    87.7    80.5    68.0    55.5    40.1    27.6
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    92.6    87.5    87.7    80.5    68.5    57.0    45.8    35.0
            M       0.0   146.2   139.4   315.7   558.5   710.1   768.2   737.5
Total     : M+      0.0   293.5   279.5   647.4  1207.6  1592.3  1821.4  1884.1
            V     159.4   149.0   149.5   135.1   109.0    83.0    53.9    27.8
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   159.4   149.0   149.5   135.1   109.5    84.4    59.6    35.2
            M       0.0   296.0   281.9   647.4  1183.4  1544.8  1729.5  1742.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   57.78   57.67   60.00
Self wt.  : M     310.7   270.1   202.3   107.4    46.2    48.5     0.0
(Max)       V       4.4     8.8    13.3    17.7    20.0    19.9    21.6
DL-Prec.  : M      52.5    45.6    34.2    18.1     7.8     8.2     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     394.0   342.5   256.5   136.2    58.6    61.5     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.4    25.3    27.4
Diaphragm : M       6.0     4.4     2.9     1.4     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     127.6   110.9    83.1    44.1    19.0    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.2     8.2     8.9
DL-Comp   : M      70.4    61.2    45.9    24.4    10.5    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.5     4.5     4.9
LL + I    : M+    860.1   757.6   582.7   315.7   136.9   143.8     0.0
            V      40.1    55.5    68.0    80.5    87.7    87.5    92.6
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    45.8    57.0    68.5    80.5    87.7    87.5    92.6
            M     768.2   710.1   558.5   315.7   139.4   146.2     0.0
Total     : M+   1821.4  1592.3  1207.6   647.4   279.5   293.5     0.0
            V      53.9    83.0   109.0   135.1   149.5   149.0   159.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    59.6    84.4   109.5   135.1   149.5   149.0   159.4
            M    1729.5  1544.8  1183.4   647.4   281.9   296.0     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    60.6    57.7   134.3   252.9   337.6   388.4   405.4
(Max)       V      27.0    24.9    25.0    22.1    16.6    11.0     5.5     0.0
Self wt.  : M       0.0    43.7    41.6    96.7   182.1   243.1   279.7   291.9
(Min)       V      19.5    17.9    18.0    15.9    11.9     8.0     4.0     0.0
DL-Prec.  : M       0.0    10.2     9.8    22.7    42.7    57.0    65.6    68.5
DC(Max)     V       4.6     4.2     4.2     3.7     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     7.4     7.0    16.3    30.8    41.1    47.2    49.3
DC(Min)     V       3.3     3.0     3.0     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    76.9    73.2   170.3   320.7   428.1   492.5   514.0
Haunch (Max)V      34.3    31.6    31.7    28.0    21.0    14.0     7.0     0.0
Deck +    : M       0.0    55.4    52.7   122.6   230.9   308.2   354.6   370.1
Haunch (Min)V      24.7    22.8    22.8    20.2    15.1    10.1     5.0     0.0
Diaphragm : M       0.0     0.7     0.7     1.7     3.6     5.5     7.5     9.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     1.2     2.6     4.0     5.4     6.7
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    24.9    23.7    55.2   103.9   138.7   159.5   166.5
DC(Max)     V      11.1    10.2    10.3     9.1     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    17.9    17.1    39.7    74.8    99.8   114.9   119.9
DC(Min)     V       8.0     7.4     7.4     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0    16.5    15.7    36.5    68.8    91.8   105.6   110.3
DW(Max)     V       7.4     6.8     6.8     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.1     6.8    15.8    29.8    39.8    45.8    47.8
DW(Min)     V       3.2     2.9     2.9     2.6     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   314.5   299.5   690.6  1274.6  1657.2  1881.4  1924.2
            V     202.6   191.3   191.9   176.2   148.8   121.5    87.7    60.3
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   202.6   191.3   191.9   176.2   149.9   124.6   100.2    76.5
            M       0.0   319.9   304.9   690.6  1221.8  1553.3  1680.5  1613.2
Total     : M+      0.0   504.4   480.3  1111.3  2067.2  2716.0  3100.6  3198.2
            V     287.3   269.4   270.3   245.4   200.8   156.3   105.2    60.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   287.3   269.4   270.3   245.4   201.9   159.4   117.7    76.8
            M       0.0   509.8   485.7  1111.3  2014.3  2612.1  2899.7  2887.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   57.78   57.67   60.00
Self wt.  : M     388.4   337.6   252.9   134.3    57.7    60.6     0.0
(Max)       V       5.5    11.0    16.6    22.1    25.0    24.9    27.0
Self wt.  : M     279.7   243.1   182.1    96.7    41.6    43.7     0.0
(Min)       V       4.0     8.0    11.9    15.9    18.0    17.9    19.5
DL-Prec.  : M      65.6    57.0    42.7    22.7     9.8    10.2     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.2     4.2     4.6
DL-Prec.  : M      47.2    41.1    30.8    16.3     7.0     7.4     0.0
DC(Min)     V       0.7     1.3     2.0     2.7     3.0     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     492.5   428.1   320.7   170.3    73.2    76.9     0.0
Haunch (Max)V       7.0    14.0    21.0    28.0    31.7    31.6    34.3
Deck +    : M     354.6   308.2   230.9   122.6    52.7    55.4     0.0
Haunch (Min)V       5.0    10.1    15.1    20.2    22.8    22.8    24.7
Diaphragm : M       7.5     5.5     3.6     1.7     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       5.4     4.0     2.6     1.2     0.5     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     159.5   138.7   103.9    55.2    23.7    24.9     0.0
DC(Max)     V       2.3     4.5     6.8     9.1    10.3    10.2    11.1
DL-Comp   : M     114.9    99.8    74.8    39.7    17.1    17.9     0.0
DC(Min)     V       1.6     3.3     4.9     6.5     7.4     7.4     8.0
DL-Comp   : M     105.6    91.8    68.8    36.5    15.7    16.5     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.8     6.8     7.4
DL-Comp   : M      45.8    39.8    29.8    15.8     6.8     7.1     0.0
DW(Min)     V       0.7     1.3     2.0     2.6     2.9     2.9     3.2
LL + I    : M+   1881.4  1657.2  1274.6   690.6   299.5   314.5     0.0
            V      87.7   121.5   148.8   176.2   191.9   191.3   202.6
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   100.2   124.6   149.9   176.2   191.9   191.3   202.6
            M    1680.5  1553.3  1221.8   690.6   304.9   319.9     0.0
Total     : M+   3100.6  2716.0  2067.2  1111.3   480.3   504.4     0.0
            V     105.2   156.3   200.8   245.4   270.3   269.4   287.3
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   117.7   159.4   201.9   245.4   270.3   269.4   287.3
            M    2899.7  2612.1  2014.3  1111.3   485.7   509.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               27.0             27.0
Deck+Haunch            34.3             34.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            4.6              4.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           36.8             36.8
Live                  140.0            140.0
        Truck         106.4            106.4
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    48.5    46.2   107.4   202.3   270.1   310.7   324.3
(Max)       V      21.6    19.9    20.0    17.7    13.3     8.8     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     7.8    18.1    34.2    45.6    52.5    54.8
DC(Max)     V       3.7     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    61.5    58.6   136.2   256.5   342.5   394.0   411.2
Haunch (Max)V      27.4    25.3    25.4    22.4    16.8    11.2     5.6     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     1.4     2.9     4.4     6.0     7.5
(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    19.9    19.0    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.2     7.3     5.4     3.6     1.8     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    11.0    10.5    24.4    45.9    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.5     4.0     3.0     2.0     1.0     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   128.4   122.3   276.9   488.9   629.0   687.4   641.6
            V      93.4    87.7    88.0    80.0    66.6    52.7    39.3    33.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    93.4    87.7    88.0    80.0    66.6    53.7    41.7    33.8
            M       0.0   128.4   122.3   276.9   488.9   602.4   630.6   641.6
Total     : M+      0.0   278.1   264.9   608.6  1113.8  1463.7  1648.6  1646.1
            V     160.1   149.2   149.8   134.6   107.6    80.1    53.1    34.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   160.1   149.2   149.8   134.6   107.6    81.1    55.6    34.0
            M       0.0   278.1   264.9   608.6  1113.8  1437.1  1591.8  1646.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   57.78   57.67   60.00
Self wt.  : M     310.7   270.1   202.3   107.4    46.2    48.5     0.0
(Max)       V       4.4     8.8    13.3    17.7    20.0    19.9    21.6
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      52.5    45.6    34.2    18.1     7.8     8.2     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     394.0   342.5   256.5   136.2    58.6    61.5     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.4    25.3    27.4
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       6.0     4.4     2.9     1.4     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     127.6   110.9    83.1    44.1    19.0    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.2     8.2     8.9
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      70.4    61.2    45.9    24.4    10.5    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.5     4.5     4.9
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+    687.4   629.0   488.9   276.9   122.3   128.4     0.0
            V      39.3    52.7    66.6    80.0    88.0    87.7    93.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    41.7    53.7    66.6    80.0    88.0    87.7    93.4
            M     630.6   602.4   488.9   276.9   122.3   128.4     0.0
Total     : M+   1648.6  1463.7  1113.8   608.6   264.9   278.1     0.0
            V      53.1    80.1   107.6   134.6   149.8   149.2   160.1
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    55.6    81.1   107.6   134.6   149.8   149.2   160.1
            M    1591.8  1437.1  1113.8   608.6   264.9   278.1     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    6.13   12.27   18.40   24.53   30.67   21.47
 
Beam-Self
Precast-top    0.102   0.197   0.349   0.459   0.524   0.546   0.497 
Bottom        -0.084  -0.162  -0.288  -0.378  -0.432  -0.450  -0.410 
 
Prestress
Precast-top   -0.489  -0.489  -0.489  -0.489  -0.489  -0.489  -0.489 
Bottom         1.938   1.938   1.938   1.938   1.938   1.938   1.938 
 
Total
Precast-top   -0.387  -0.292  -0.139  -0.030   0.035   0.057   0.008 
Bottom         1.854   1.776   1.650   1.560   1.505   1.487   1.528 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.78 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.012   0.011   0.026   0.050   0.066   0.076   0.079 
Precast-top   -0.100  -0.238  -0.231   0.003   0.391   0.669   0.837   0.894 
Bottom         0.398   1.545   1.489   1.321   0.960   0.701   0.546   0.492 
 

 
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    6.13   12.27   18.40   24.53   30.67   21.47
 
Beam-Self
Precast-top    0.102   0.197   0.349   0.459   0.524   0.546   0.497 
Bottom        -0.084  -0.162  -0.288  -0.378  -0.432  -0.450  -0.410 
 
Prestress
Precast-top   -0.489  -0.489  -0.489  -0.489  -0.489  -0.489  -0.489 
Bottom         1.938   1.938   1.938   1.938   1.938   1.938   1.938 
 
Total
Precast-top   -0.387  -0.292  -0.139  -0.030   0.035   0.057   0.008 
Bottom         1.854   1.776   1.650   1.560   1.505   1.487   1.528 
 
As_top  , in2  1.468   0.977   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 = 10.78 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.055   0.053   0.120   0.213   0.275   0.302   0.286 
Precast-top   -0.050  -0.091  -0.089   0.062   0.302   0.471   0.568   0.587 
Bottom         0.199   0.663   0.640   0.424   0.063  -0.185  -0.313  -0.301 
 

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
    287.3    6.5   49.5    0.442   0.0   6.00e-3 50.0    299.4     1.445    2.347      0.24
      0.0    0.3   49.4     41.9 0.199      19.8 0.87    12.00     0.092    1.257 
Transfer:   3.00
    269.4    6.5   49.5    1.996   0.0   2.84e-3 38.9    264.9     0.877    1.760      0.00
    509.8    1.4   48.8    189.0 0.189      34.4 1.53    12.00     0.092    1.325 
Critical:   4.73
    256.1    6.5   49.5    2.198   0.0   1.55e-3 34.4    234.8     0.660    1.320      0.00
    842.4    1.6   48.8    189.0 0.180      49.8 2.22    12.00     0.092    1.392 
0.1L    :   6.13
    245.4    6.5   49.5    2.360   0.0   1.09e-3 32.8    213.5     0.565    0.827      0.00
   1111.3    1.7   48.7    189.0 0.172      59.1 2.64    12.00     0.092    1.362 
0.2L    :  12.27
    201.9    6.5   49.5    3.038   0.0   1.46e-3 34.1    173.3     0.484    0.620      0.00
   2014.3    2.1   48.5    189.0 0.142      51.0 2.29    12.00     0.092    1.216 
0.3L    :  18.40
    159.4    6.5   49.5    3.038   0.0   2.68e-3 38.4    141.6     0.463    0.496      0.00
   2612.1    2.1   48.5    189.0 0.112      35.5 1.59    24.00     0.092    1.057 
0.4L    :  24.53
    117.7    6.5   49.5    3.038   0.0   3.02e-3 39.6     98.1     0.335    0.413      0.00
   2899.7    2.1   48.5    189.0 0.083      32.7 1.47    24.00     0.092    1.177 
0.5L    :  30.67
     76.8    6.5   49.5    3.038   0.0   2.51e-3 37.8     48.3     0.155    0.413      0.00
   2887.2    2.1   48.5    189.0 0.054      37.1 1.66    24.00     0.092    1.947 
0.6L    :  36.80
    117.7    6.5   49.5    3.038   0.0   3.02e-3 39.6     98.1     0.335    0.413      0.00
   2899.7    2.1   48.5    189.0 0.083      32.7 1.47    24.00     0.092    1.177 
0.7L    :  42.93
    159.4    6.5   49.5    3.038   0.0   2.68e-3 38.4    141.6     0.463    0.496      0.00
   2612.1    2.1   48.5    189.0 0.112      35.5 1.59    24.00     0.092    1.057 
0.8L    :  49.06
    201.9    6.5   49.5    3.038   0.0   1.46e-3 34.1    173.3     0.484    0.620      0.00
   2014.3    2.1   48.5    189.0 0.142      51.0 2.29    12.00     0.092    1.216 
0.9L    :  55.20
    245.4    6.5   49.5    2.360   0.0   1.09e-3 32.8    213.5     0.565    0.827      0.00
   1111.3    1.7   48.7    189.0 0.172      59.1 2.64    12.00     0.092    1.362 
Critical:  56.60
    256.1    6.5   49.5    2.198   0.0   1.55e-3 34.4    234.8     0.660    1.320      0.00
    842.4    1.6   48.8    189.0 0.180      49.8 2.22    12.00     0.092    1.392 
Transfer:  58.33
    269.4    6.5   49.5    1.996   0.0   2.84e-3 38.9    264.9     0.877    1.760      0.00
    509.8    1.4   48.8    189.0 0.189      34.4 1.53    12.00     0.092    1.325 
Bearing :  60.67
    287.3    6.5   49.5    0.442   0.0   6.00e-3 50.0    299.4     1.445    2.347      0.24
      0.0    0.3   49.4     41.9 0.199      19.8 0.87    12.00     0.092    1.257 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.19
 
 
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
    287.3      6.46     49.54    0.32       49.38    24.00      0.300      1.405      0.000      0.000*
Transfer:      2.33
    269.4      6.13     49.54    1.41       48.83    24.00      0.300      1.294      0.000      1.760 
Critical:      4.06
    256.2      5.84     49.54    1.56       48.76    24.00      0.300      1.196      0.000      1.320 
0.1L    :      5.47
    245.4      5.60     49.54    1.67       48.70    24.00      0.300      1.117      0.000      0.827 
0.2L    :     11.60
    201.9      4.63     49.54    2.14       48.46    24.00      0.300      0.793      0.000      0.620 
0.3L    :     17.73
    159.4      3.65     49.54    2.14       48.46    24.00      0.300      0.468      0.000      0.496 
0.4L    :     23.87
    117.7      2.70     49.54    2.14       48.46    24.00      0.300      0.150      0.000      0.413 
0.5L    :     30.00
     76.8      1.76     49.54    2.14       48.46    24.00      0.300      0.000      0.000      0.413 
0.6L    :     36.13
    117.7      2.70     49.54    2.14       48.46    24.00      0.300      0.150      0.000      0.413 
0.7L    :     42.27
    159.4      3.65     49.54    2.14       48.46    24.00      0.300      0.468      0.000      0.496 
0.8L    :     48.40
    201.9      4.63     49.54    2.14       48.46    24.00      0.300      0.793      0.000      0.620 
0.9L    :     54.53
    245.4      5.60     49.54    1.67       48.70    24.00      0.300      1.117      0.000      0.827 
Critical:     55.94
    256.2      5.84     49.54    1.56       48.76    24.00      0.300      1.196      0.000      1.320 
Transfer:     57.67
    269.4      6.13     49.54    1.41       48.83    24.00      0.300      1.294      0.000      1.760 
Bearing :     60.00
    287.3      6.46     49.54    0.32       49.38    24.00      0.300      1.405      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.47 ft
Prestress      :       0.294  1.80      0.529  2.20      0.646
Self Wt.       :      -0.088  1.85     -0.164  2.40     -0.212
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          :       0.205            0.365            0.434
 
At 0.2 x L = 11.60 ft
Prestress      :       0.524  1.80      0.944  2.20      1.153
Self Wt.       :      -0.167  1.85     -0.309  2.40     -0.401
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          :       0.357            0.634            0.752
 
At 0.3 x L = 17.73 ft
Prestress      :       0.689  1.80      1.240  2.20      1.515
Self Wt.       :      -0.229  1.85     -0.424  2.40     -0.550
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.460            0.816            0.966
 
At 0.4 x L = 23.87 ft
Prestress      :       0.788  1.80      1.418  2.20      1.733
Self Wt.       :      -0.268  1.85     -0.496  2.40     -0.644
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          :       0.519            0.922            1.089
 
At 0.5 x L = 30.00 ft
Prestress      :       0.821  1.80      1.477  2.20      1.805
Self Wt.       :      -0.282  1.85     -0.521  2.40     -0.676
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          :       0.539            0.956            1.129
 
At 0.6 x L = 36.13 ft
Prestress      :       0.788  1.80      1.418  2.20      1.733
Self Wt.       :      -0.268  1.85     -0.496  2.40     -0.644
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          :       0.519            0.922            1.089
 
At 0.7 x L = 42.27 ft
Prestress      :       0.689  1.80      1.240  2.20      1.515
Self Wt.       :      -0.229  1.85     -0.424  2.40     -0.550
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.460            0.816            0.966
 
At 0.8 x L = 48.40 ft
Prestress      :       0.524  1.80      0.944  2.20      1.153
Self Wt.       :      -0.167  1.85     -0.309  2.40     -0.401
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          :       0.357            0.634            0.752
 
At 0.9 x L = 54.53 ft
Prestress      :       0.294  1.80      0.529  2.20      0.646
Self Wt.       :      -0.088  1.85     -0.164  2.40     -0.212
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          :       0.205            0.365            0.434
 

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
   504.4    49.5  1.996  267.5    1.7   1.41   2172.5  0.089T 1.00       -       -     -     -  
H/2     :   2.22
   480.3    49.5  1.919  267.6    1.6   1.36   2090.2  0.093T 1.00       -       -     -     -  
0.1L    :   5.47
  1111.3    49.5  2.360  267.0    2.0   1.67   2557.5  0.075T 1.00       -       -     -     -  
0.2L    :  11.60
  2067.2    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00       -       -     -     -  
0.3L    :  17.73
  2716.0    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    636.6   636.6    5.13    -  
0.4L    :  23.87
  3100.6    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    580.2   580.2    5.63    -  
0.5L    :  30.00
  3198.2    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    560.8   560.8    5.82    -  
0.6L    :  36.13
  3100.6    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    580.2   580.2    5.63    -  
0.7L    :  42.27
  2716.0    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    636.6   636.6    5.13    -  
0.8L    :  48.40
  2067.2    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    729.9   729.9    4.47    -  
0.9L    :  54.53
  1111.3    49.5  2.360  267.0    2.0   1.67   2557.5  0.075T 1.00       -       -     -     -  
H/2     :  57.78
   480.3    49.5  1.919  267.6    1.6   1.36   2090.2  0.093T 1.00       -       -     -     -  
Transfer:  57.67
   504.4    49.5  1.996  267.5    1.7   1.41   2172.5  0.089T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.012
        M   2.00 Fb     0.209
 
  2   2 E   6.00 Ft    -0.031
        M   6.00 Fb     0.464
 
  3   2 E   6.00 Ft    -0.075
        M   6.00 Fb     0.720
 
  4   2 E   6.00 Ft    -0.119
        M   6.00 Fb     0.975
 
  5   2 E   2.00 Ft    -0.208
        M   2.00 Fb     1.268
 
  6   2 E   2.00 Ft    -0.298
        M   2.00 Fb     1.561
 
  7   2 E   2.00 Ft    -0.387
        M   2.00 Fb     1.854
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 61.33            Release Length, ft: 61.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.29 %               Final losses: 10.82 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.854     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.387       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)                  3265.59     3198.15     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   0.079     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.894     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.545    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   0.587     Midspan
    Pre.Bot:                                                             2.000   0.663    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  30.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.821  1.80      1.477  2.20      1.805
Self Wt.       :      -0.282  1.85     -0.521  2.40     -0.676
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          :       0.539            0.956            1.129
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   60.00
     DC  Line       0.087      0.00       0.087   60.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    30.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 61.330 ft
Release length = 61.330 ft
Design  length = 60.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.813   (Calculated)    
Live Moment (1  lane  loaded)  : 0.586   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.157   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.926   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 3
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        691.8 in2           1506.8 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           488335 in4#
Ht. of c.g.           =        20.74 in             36.18 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9290

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     2.22     5.47    11.60    17.73    23.87    30.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    695.5    708.3    707.6    708.3    708.3    708.3    708.3    708.3
  Yb      ,  in    20.65    20.34    20.36    20.34    20.34    20.34    20.34    20.34
  MI(Ixx) , in4   180025   183638   183461   183638   183638   183638   183638   183638
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1510.3   1522.6   1522.0   1522.6   1522.6   1522.6   1522.6   1522.6
  Yb      ,  in    36.11    35.85    35.86    35.85    35.85    35.85    35.85    35.85
  MI(Ixx) , in4   492023   504837   504204   504837   504837   504837   504837   504837

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.71 in):
     8 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.967 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.959 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.140 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)       
-------------------------------------------------------------------------------------
       858.620         740 635.379     10.913 44196.027   640.084     388.215        
 
 
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       4.50       0.1250      2.0000     No
      2      US#6[M19]       60.00        0.88       6.00       2.0000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      7.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.4167     15.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.4167     21.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      21.6667     39.6634    Yes
      2      US#5[M16]       60.00        0.62      15.00      39.6634     45.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00      45.9134     53.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00      53.9134     56.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      56.1634     56.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      56.8301     59.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      59.3301     61.2051     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 61.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  3.71 in
         P_init    =      595.5 kips  Ecc = 17.03 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.42 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.310 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.19 ksi    0.00 ksi
    due to Composite Loads                                 -0.98 ksi    0.00 ksi
    due to Live Loads                                      -4.17 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                         7.83 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.42 ksi  ( 4.29 %)            12.79 ksi ( 6.53 %)
Total Prestress Losses                                    21.21 ksi (10.82 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    48.5    46.2   107.4   202.3   270.1   310.7   324.3
(Max)       V      21.6    19.9    20.0    17.7    13.3     8.8     4.4     0.0
DL-Prec.  : M       0.0     8.2     7.8    18.1    34.2    45.6    52.5    54.8
DC(Max)     V       3.7     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    61.5    58.6   136.2   256.5   342.5   394.0   411.2
Haunch (Max)V      27.4    25.3    25.4    22.4    16.8    11.2     5.6     0.0
Diaphragm : M       0.0     0.6     0.6     1.4     2.9     4.4     6.0     7.5
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    19.9    19.0    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.2     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    11.0    10.5    24.4    45.9    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.5     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   179.7   171.2   394.6   728.4   947.0  1075.1  1099.5
            V     115.8   109.3   109.7   100.7    85.0    69.4    50.1    34.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   115.8   109.3   109.7   100.7    85.6    71.2    57.3    43.7
            M       0.0   182.8   174.2   394.6   698.2   887.6   960.3   921.9
Total     : M+      0.0   329.4   313.7   726.3  1353.2  1781.7  2036.4  2104.0
            V     182.5   170.9   171.5   155.3   126.1    96.8    63.9    34.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   182.5   170.9   171.5   155.3   126.6    98.6    71.1    44.0
            M       0.0   332.5   316.8   726.3  1323.0  1722.4  1921.5  1926.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   57.78   57.67   60.00
Self wt.  : M     310.7   270.1   202.3   107.4    46.2    48.5     0.0
(Max)       V       4.4     8.8    13.3    17.7    20.0    19.9    21.6
DL-Prec.  : M      52.5    45.6    34.2    18.1     7.8     8.2     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     394.0   342.5   256.5   136.2    58.6    61.5     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.4    25.3    27.4
Diaphragm : M       6.0     4.4     2.9     1.4     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     127.6   110.9    83.1    44.1    19.0    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.2     8.2     8.9
DL-Comp   : M      70.4    61.2    45.9    24.4    10.5    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.5     4.5     4.9
LL + I    : M+   1075.1   947.0   728.4   394.6   171.2   179.7     0.0
            V      50.1    69.4    85.0   100.7   109.7   109.3   115.8
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    57.3    71.2    85.6   100.7   109.7   109.3   115.8
            M     960.3   887.6   698.2   394.6   174.2   182.8     0.0
Total     : M+   2036.4  1781.7  1353.2   726.3   313.7   329.4     0.0
            V      63.9    96.8   126.1   155.3   171.5   170.9   182.5
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    71.1    98.6   126.6   155.3   171.5   170.9   182.5
            M    1921.5  1722.4  1323.0   726.3   316.8   332.5     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.6             21.6
Deck+Haunch            27.4             27.4
Diaphragm               0.2              0.3
DL-Prec.(DC)            3.7              3.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           44.4             44.4
DL-Comp.(DW)           24.5             24.5
Live                   80.0             80.0
        Truck          60.8             60.8
        Lane           19.2             19.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    48.5    46.2   107.4   202.3   270.1   310.7   324.3
(Max)       V      21.6    19.9    20.0    17.7    13.3     8.8     4.4     0.0
DL-Prec.  : M       0.0     8.2     7.8    18.1    34.2    45.6    52.5    54.8
DC(Max)     V       3.7     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    61.5    58.6   136.2   256.5   342.5   394.0   411.2
Haunch (Max)V      27.4    25.3    25.4    22.4    16.8    11.2     5.6     0.0
Diaphragm : M       0.0     0.6     0.6     1.4     2.9     4.4     6.0     7.5
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    19.9    19.0    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.2     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    11.0    10.5    24.4    45.9    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.5     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   143.8   136.9   315.7   582.7   757.6   860.1   879.6
            V      92.6    87.5    87.7    80.5    68.0    55.5    40.1    27.6
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    92.6    87.5    87.7    80.5    68.5    57.0    45.8    35.0
            M       0.0   146.2   139.4   315.7   558.5   710.1   768.2   737.5
Total     : M+      0.0   293.5   279.5   647.4  1207.6  1592.3  1821.4  1884.1
            V     159.4   149.0   149.5   135.1   109.0    83.0    53.9    27.8
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   159.4   149.0   149.5   135.1   109.5    84.4    59.6    35.2
            M       0.0   296.0   281.9   647.4  1183.4  1544.8  1729.5  1742.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   57.78   57.67   60.00
Self wt.  : M     310.7   270.1   202.3   107.4    46.2    48.5     0.0
(Max)       V       4.4     8.8    13.3    17.7    20.0    19.9    21.6
DL-Prec.  : M      52.5    45.6    34.2    18.1     7.8     8.2     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     394.0   342.5   256.5   136.2    58.6    61.5     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.4    25.3    27.4
Diaphragm : M       6.0     4.4     2.9     1.4     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     127.6   110.9    83.1    44.1    19.0    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.2     8.2     8.9
DL-Comp   : M      70.4    61.2    45.9    24.4    10.5    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.5     4.5     4.9
LL + I    : M+    860.1   757.6   582.7   315.7   136.9   143.8     0.0
            V      40.1    55.5    68.0    80.5    87.7    87.5    92.6
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    45.8    57.0    68.5    80.5    87.7    87.5    92.6
            M     768.2   710.1   558.5   315.7   139.4   146.2     0.0
Total     : M+   1821.4  1592.3  1207.6   647.4   279.5   293.5     0.0
            V      53.9    83.0   109.0   135.1   149.5   149.0   159.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    59.6    84.4   109.5   135.1   149.5   149.0   159.4
            M    1729.5  1544.8  1183.4   647.4   281.9   296.0     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    60.6    57.7   134.3   252.9   337.6   388.4   405.4
(Max)       V      27.0    24.9    25.0    22.1    16.6    11.0     5.5     0.0
Self wt.  : M       0.0    43.7    41.6    96.7   182.1   243.1   279.7   291.9
(Min)       V      19.5    17.9    18.0    15.9    11.9     8.0     4.0     0.0
DL-Prec.  : M       0.0    10.2     9.8    22.7    42.7    57.0    65.6    68.5
DC(Max)     V       4.6     4.2     4.2     3.7     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     7.4     7.0    16.3    30.8    41.1    47.2    49.3
DC(Min)     V       3.3     3.0     3.0     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    76.9    73.2   170.3   320.7   428.1   492.5   514.0
Haunch (Max)V      34.3    31.6    31.7    28.0    21.0    14.0     7.0     0.0
Deck +    : M       0.0    55.4    52.7   122.6   230.9   308.2   354.6   370.1
Haunch (Min)V      24.7    22.8    22.8    20.2    15.1    10.1     5.0     0.0
Diaphragm : M       0.0     0.7     0.7     1.7     3.6     5.5     7.5     9.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     1.2     2.6     4.0     5.4     6.7
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    24.9    23.7    55.2   103.9   138.7   159.5   166.5
DC(Max)     V      11.1    10.2    10.3     9.1     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    17.9    17.1    39.7    74.8    99.8   114.9   119.9
DC(Min)     V       8.0     7.4     7.4     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0    16.5    15.7    36.5    68.8    91.8   105.6   110.3
DW(Max)     V       7.4     6.8     6.8     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.1     6.8    15.8    29.8    39.8    45.8    47.8
DW(Min)     V       3.2     2.9     2.9     2.6     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   314.5   299.5   690.6  1274.6  1657.2  1881.4  1924.2
            V     202.6   191.3   191.9   176.2   148.8   121.5    87.7    60.3
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   202.6   191.3   191.9   176.2   149.9   124.6   100.2    76.5
            M       0.0   319.9   304.9   690.6  1221.8  1553.3  1680.5  1613.2
Total     : M+      0.0   504.4   480.3  1111.3  2067.2  2716.0  3100.6  3198.2
            V     287.3   269.4   270.3   245.4   200.8   156.3   105.2    60.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   287.3   269.4   270.3   245.4   201.9   159.4   117.7    76.8
            M       0.0   509.8   485.7  1111.3  2014.3  2612.1  2899.7  2887.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   57.78   57.67   60.00
Self wt.  : M     388.4   337.6   252.9   134.3    57.7    60.6     0.0
(Max)       V       5.5    11.0    16.6    22.1    25.0    24.9    27.0
Self wt.  : M     279.7   243.1   182.1    96.7    41.6    43.7     0.0
(Min)       V       4.0     8.0    11.9    15.9    18.0    17.9    19.5
DL-Prec.  : M      65.6    57.0    42.7    22.7     9.8    10.2     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.2     4.2     4.6
DL-Prec.  : M      47.2    41.1    30.8    16.3     7.0     7.4     0.0
DC(Min)     V       0.7     1.3     2.0     2.7     3.0     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     492.5   428.1   320.7   170.3    73.2    76.9     0.0
Haunch (Max)V       7.0    14.0    21.0    28.0    31.7    31.6    34.3
Deck +    : M     354.6   308.2   230.9   122.6    52.7    55.4     0.0
Haunch (Min)V       5.0    10.1    15.1    20.2    22.8    22.8    24.7
Diaphragm : M       7.5     5.5     3.6     1.7     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       5.4     4.0     2.6     1.2     0.5     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     159.5   138.7   103.9    55.2    23.7    24.9     0.0
DC(Max)     V       2.3     4.5     6.8     9.1    10.3    10.2    11.1
DL-Comp   : M     114.9    99.8    74.8    39.7    17.1    17.9     0.0
DC(Min)     V       1.6     3.3     4.9     6.5     7.4     7.4     8.0
DL-Comp   : M     105.6    91.8    68.8    36.5    15.7    16.5     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.8     6.8     7.4
DL-Comp   : M      45.8    39.8    29.8    15.8     6.8     7.1     0.0
DW(Min)     V       0.7     1.3     2.0     2.6     2.9     2.9     3.2
LL + I    : M+   1881.4  1657.2  1274.6   690.6   299.5   314.5     0.0
            V      87.7   121.5   148.8   176.2   191.9   191.3   202.6
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   100.2   124.6   149.9   176.2   191.9   191.3   202.6
            M    1680.5  1553.3  1221.8   690.6   304.9   319.9     0.0
Total     : M+   3100.6  2716.0  2067.2  1111.3   480.3   504.4     0.0
            V     105.2   156.3   200.8   245.4   270.3   269.4   287.3
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   117.7   159.4   201.9   245.4   270.3   269.4   287.3
            M    2899.7  2612.1  2014.3  1111.3   485.7   509.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               27.0             27.0
Deck+Haunch            34.3             34.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            4.6              4.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           36.8             36.8
Live                  140.0            140.0
        Truck         106.4            106.4
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    48.5    46.2   107.4   202.3   270.1   310.7   324.3
(Max)       V      21.6    19.9    20.0    17.7    13.3     8.8     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     7.8    18.1    34.2    45.6    52.5    54.8
DC(Max)     V       3.7     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    61.5    58.6   136.2   256.5   342.5   394.0   411.2
Haunch (Max)V      27.4    25.3    25.4    22.4    16.8    11.2     5.6     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     1.4     2.9     4.4     6.0     7.5
(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    19.9    19.0    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.2     7.3     5.4     3.6     1.8     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    11.0    10.5    24.4    45.9    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.5     4.0     3.0     2.0     1.0     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   128.4   122.3   276.9   488.9   629.0   687.4   641.6
            V      93.4    87.7    88.0    80.0    66.6    52.7    39.3    33.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    93.4    87.7    88.0    80.0    66.6    53.7    41.7    33.8
            M       0.0   128.4   122.3   276.9   488.9   602.4   630.6   641.6
Total     : M+      0.0   278.1   264.9   608.6  1113.8  1463.7  1648.6  1646.1
            V     160.1   149.2   149.8   134.6   107.6    80.1    53.1    34.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   160.1   149.2   149.8   134.6   107.6    81.1    55.6    34.0
            M       0.0   278.1   264.9   608.6  1113.8  1437.1  1591.8  1646.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   57.78   57.67   60.00
Self wt.  : M     310.7   270.1   202.3   107.4    46.2    48.5     0.0
(Max)       V       4.4     8.8    13.3    17.7    20.0    19.9    21.6
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      52.5    45.6    34.2    18.1     7.8     8.2     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     394.0   342.5   256.5   136.2    58.6    61.5     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.4    25.3    27.4
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       6.0     4.4     2.9     1.4     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     127.6   110.9    83.1    44.1    19.0    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.2     8.2     8.9
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      70.4    61.2    45.9    24.4    10.5    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.5     4.5     4.9
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+    687.4   629.0   488.9   276.9   122.3   128.4     0.0
            V      39.3    52.7    66.6    80.0    88.0    87.7    93.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    41.7    53.7    66.6    80.0    88.0    87.7    93.4
            M     630.6   602.4   488.9   276.9   122.3   128.4     0.0
Total     : M+   1648.6  1463.7  1113.8   608.6   264.9   278.1     0.0
            V      53.1    80.1   107.6   134.6   149.8   149.2   160.1
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    55.6    81.1   107.6   134.6   149.8   149.2   160.1
            M    1591.8  1437.1  1113.8   608.6   264.9   278.1     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    6.13   12.27   18.40   24.53   30.67   21.47
 
Beam-Self
Precast-top    0.102   0.197   0.349   0.459   0.524   0.546   0.497 
Bottom        -0.084  -0.162  -0.288  -0.378  -0.432  -0.450  -0.410 
 
Prestress
Precast-top   -0.489  -0.489  -0.489  -0.489  -0.489  -0.489  -0.489 
Bottom         1.938   1.938   1.938   1.938   1.938   1.938   1.938 
 
Total
Precast-top   -0.387  -0.292  -0.139  -0.030   0.035   0.057   0.008 
Bottom         1.854   1.776   1.650   1.560   1.505   1.487   1.528 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.78 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.012   0.011   0.026   0.050   0.066   0.076   0.079 
Precast-top   -0.100  -0.238  -0.231   0.003   0.391   0.669   0.837   0.894 
Bottom         0.398   1.545   1.489   1.321   0.960   0.701   0.546   0.492 
 

 
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    6.13   12.27   18.40   24.53   30.67   21.47
 
Beam-Self
Precast-top    0.102   0.197   0.349   0.459   0.524   0.546   0.497 
Bottom        -0.084  -0.162  -0.288  -0.378  -0.432  -0.450  -0.410 
 
Prestress
Precast-top   -0.489  -0.489  -0.489  -0.489  -0.489  -0.489  -0.489 
Bottom         1.938   1.938   1.938   1.938   1.938   1.938   1.938 
 
Total
Precast-top   -0.387  -0.292  -0.139  -0.030   0.035   0.057   0.008 
Bottom         1.854   1.776   1.650   1.560   1.505   1.487   1.528 
 
As_top  , in2  1.468   0.977   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 = 10.78 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.055   0.053   0.120   0.213   0.275   0.302   0.286 
Precast-top   -0.050  -0.091  -0.089   0.062   0.302   0.471   0.568   0.587 
Bottom         0.199   0.663   0.640   0.424   0.063  -0.185  -0.313  -0.301 
 

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
    287.3    6.5   49.5    0.442   0.0   6.00e-3 50.0    299.4     1.445    2.347      0.24
      0.0    0.3   49.4     41.9 0.199      19.8 0.87    12.00     0.092    1.257 
Transfer:   3.00
    269.4    6.5   49.5    1.996   0.0   2.84e-3 38.9    264.9     0.877    1.760      0.00
    509.8    1.4   48.8    189.0 0.189      34.4 1.53    12.00     0.092    1.325 
Critical:   4.73
    256.1    6.5   49.5    2.198   0.0   1.55e-3 34.4    234.8     0.660    1.320      0.00
    842.4    1.6   48.8    189.0 0.180      49.8 2.22    12.00     0.092    1.392 
0.1L    :   6.13
    245.4    6.5   49.5    2.360   0.0   1.09e-3 32.8    213.5     0.565    0.827      0.00
   1111.3    1.7   48.7    189.0 0.172      59.1 2.64    12.00     0.092    1.362 
0.2L    :  12.27
    201.9    6.5   49.5    3.038   0.0   1.46e-3 34.1    173.3     0.484    0.620      0.00
   2014.3    2.1   48.5    189.0 0.142      51.0 2.29    12.00     0.092    1.216 
0.3L    :  18.40
    159.4    6.5   49.5    3.038   0.0   2.68e-3 38.4    141.6     0.463    0.496      0.00
   2612.1    2.1   48.5    189.0 0.112      35.5 1.59    24.00     0.092    1.057 
0.4L    :  24.53
    117.7    6.5   49.5    3.038   0.0   3.02e-3 39.6     98.1     0.335    0.413      0.00
   2899.7    2.1   48.5    189.0 0.083      32.7 1.47    24.00     0.092    1.177 
0.5L    :  30.67
     76.8    6.5   49.5    3.038   0.0   2.51e-3 37.8     48.3     0.155    0.413      0.00
   2887.2    2.1   48.5    189.0 0.054      37.1 1.66    24.00     0.092    1.947 
0.6L    :  36.80
    117.7    6.5   49.5    3.038   0.0   3.02e-3 39.6     98.1     0.335    0.413      0.00
   2899.7    2.1   48.5    189.0 0.083      32.7 1.47    24.00     0.092    1.177 
0.7L    :  42.93
    159.4    6.5   49.5    3.038   0.0   2.68e-3 38.4    141.6     0.463    0.496      0.00
   2612.1    2.1   48.5    189.0 0.112      35.5 1.59    24.00     0.092    1.057 
0.8L    :  49.06
    201.9    6.5   49.5    3.038   0.0   1.46e-3 34.1    173.3     0.484    0.620      0.00
   2014.3    2.1   48.5    189.0 0.142      51.0 2.29    12.00     0.092    1.216 
0.9L    :  55.20
    245.4    6.5   49.5    2.360   0.0   1.09e-3 32.8    213.5     0.565    0.827      0.00
   1111.3    1.7   48.7    189.0 0.172      59.1 2.64    12.00     0.092    1.362 
Critical:  56.60
    256.1    6.5   49.5    2.198   0.0   1.55e-3 34.4    234.8     0.660    1.320      0.00
    842.4    1.6   48.8    189.0 0.180      49.8 2.22    12.00     0.092    1.392 
Transfer:  58.33
    269.4    6.5   49.5    1.996   0.0   2.84e-3 38.9    264.9     0.877    1.760      0.00
    509.8    1.4   48.8    189.0 0.189      34.4 1.53    12.00     0.092    1.325 
Bearing :  60.67
    287.3    6.5   49.5    0.442   0.0   6.00e-3 50.0    299.4     1.445    2.347      0.24
      0.0    0.3   49.4     41.9 0.199      19.8 0.87    12.00     0.092    1.257 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.19
 
 
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
    287.3      6.46     49.54    0.32       49.38    24.00      0.300      1.405      0.000      0.000*
Transfer:      2.33
    269.4      6.13     49.54    1.41       48.83    24.00      0.300      1.294      0.000      1.760 
Critical:      4.06
    256.2      5.84     49.54    1.56       48.76    24.00      0.300      1.196      0.000      1.320 
0.1L    :      5.47
    245.4      5.60     49.54    1.67       48.70    24.00      0.300      1.117      0.000      0.827 
0.2L    :     11.60
    201.9      4.63     49.54    2.14       48.46    24.00      0.300      0.793      0.000      0.620 
0.3L    :     17.73
    159.4      3.65     49.54    2.14       48.46    24.00      0.300      0.468      0.000      0.496 
0.4L    :     23.87
    117.7      2.70     49.54    2.14       48.46    24.00      0.300      0.150      0.000      0.413 
0.5L    :     30.00
     76.8      1.76     49.54    2.14       48.46    24.00      0.300      0.000      0.000      0.413 
0.6L    :     36.13
    117.7      2.70     49.54    2.14       48.46    24.00      0.300      0.150      0.000      0.413 
0.7L    :     42.27
    159.4      3.65     49.54    2.14       48.46    24.00      0.300      0.468      0.000      0.496 
0.8L    :     48.40
    201.9      4.63     49.54    2.14       48.46    24.00      0.300      0.793      0.000      0.620 
0.9L    :     54.53
    245.4      5.60     49.54    1.67       48.70    24.00      0.300      1.117      0.000      0.827 
Critical:     55.94
    256.2      5.84     49.54    1.56       48.76    24.00      0.300      1.196      0.000      1.320 
Transfer:     57.67
    269.4      6.13     49.54    1.41       48.83    24.00      0.300      1.294      0.000      1.760 
Bearing :     60.00
    287.3      6.46     49.54    0.32       49.38    24.00      0.300      1.405      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.47 ft
Prestress      :       0.294  1.80      0.529  2.20      0.646
Self Wt.       :      -0.088  1.85     -0.164  2.40     -0.212
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          :       0.205            0.365            0.434
 
At 0.2 x L = 11.60 ft
Prestress      :       0.524  1.80      0.944  2.20      1.153
Self Wt.       :      -0.167  1.85     -0.309  2.40     -0.401
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          :       0.357            0.634            0.752
 
At 0.3 x L = 17.73 ft
Prestress      :       0.689  1.80      1.240  2.20      1.515
Self Wt.       :      -0.229  1.85     -0.424  2.40     -0.550
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.460            0.816            0.966
 
At 0.4 x L = 23.87 ft
Prestress      :       0.788  1.80      1.418  2.20      1.733
Self Wt.       :      -0.268  1.85     -0.496  2.40     -0.644
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          :       0.519            0.922            1.089
 
At 0.5 x L = 30.00 ft
Prestress      :       0.821  1.80      1.477  2.20      1.805
Self Wt.       :      -0.282  1.85     -0.521  2.40     -0.676
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          :       0.539            0.956            1.129
 
At 0.6 x L = 36.13 ft
Prestress      :       0.788  1.80      1.418  2.20      1.733
Self Wt.       :      -0.268  1.85     -0.496  2.40     -0.644
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          :       0.519            0.922            1.089
 
At 0.7 x L = 42.27 ft
Prestress      :       0.689  1.80      1.240  2.20      1.515
Self Wt.       :      -0.229  1.85     -0.424  2.40     -0.550
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.460            0.816            0.966
 
At 0.8 x L = 48.40 ft
Prestress      :       0.524  1.80      0.944  2.20      1.153
Self Wt.       :      -0.167  1.85     -0.309  2.40     -0.401
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          :       0.357            0.634            0.752
 
At 0.9 x L = 54.53 ft
Prestress      :       0.294  1.80      0.529  2.20      0.646
Self Wt.       :      -0.088  1.85     -0.164  2.40     -0.212
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          :       0.205            0.365            0.434
 

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
   504.4    49.5  1.996  267.5    1.7   1.41   2172.5  0.089T 1.00       -       -     -     -  
H/2     :   2.22
   480.3    49.5  1.919  267.6    1.6   1.36   2090.2  0.093T 1.00       -       -     -     -  
0.1L    :   5.47
  1111.3    49.5  2.360  267.0    2.0   1.67   2557.5  0.075T 1.00       -       -     -     -  
0.2L    :  11.60
  2067.2    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00       -       -     -     -  
0.3L    :  17.73
  2716.0    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    636.6   636.6    5.13    -  
0.4L    :  23.87
  3100.6    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    580.2   580.2    5.63    -  
0.5L    :  30.00
  3198.2    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    560.8   560.8    5.82    -  
0.6L    :  36.13
  3100.6    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    580.2   580.2    5.63    -  
0.7L    :  42.27
  2716.0    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    636.6   636.6    5.13    -  
0.8L    :  48.40
  2067.2    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    729.9   729.9    4.47    -  
0.9L    :  54.53
  1111.3    49.5  2.360  267.0    2.0   1.67   2557.5  0.075T 1.00       -       -     -     -  
H/2     :  57.78
   480.3    49.5  1.919  267.6    1.6   1.36   2090.2  0.093T 1.00       -       -     -     -  
Transfer:  57.67
   504.4    49.5  1.996  267.5    1.7   1.41   2172.5  0.089T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.012
        M   2.00 Fb     0.209
 
  2   2 E   6.00 Ft    -0.031
        M   6.00 Fb     0.464
 
  3   2 E   6.00 Ft    -0.075
        M   6.00 Fb     0.720
 
  4   2 E   6.00 Ft    -0.119
        M   6.00 Fb     0.975
 
  5   2 E   2.00 Ft    -0.208
        M   2.00 Fb     1.268
 
  6   2 E   2.00 Ft    -0.298
        M   2.00 Fb     1.561
 
  7   2 E   2.00 Ft    -0.387
        M   2.00 Fb     1.854
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 61.33            Release Length, ft: 61.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.29 %               Final losses: 10.82 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.854     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.387       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)                  3265.59     3198.15     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   0.079     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.894     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.545    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   0.587     Midspan
    Pre.Bot:                                                             2.000   0.663    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  30.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.821  1.80      1.477  2.20      1.805
Self Wt.       :      -0.282  1.85     -0.521  2.40     -0.676
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          :       0.539            0.956            1.129
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   60.00
     DC  Line       0.087      0.00       0.087   60.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    30.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 61.330 ft
Release length = 61.330 ft
Design  length = 60.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.813   (Calculated)    
Live Moment (1  lane  loaded)  : 0.586   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.157   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.926   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 4
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        691.8 in2           1506.8 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           488335 in4#
Ht. of c.g.           =        20.74 in             36.18 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9290

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     2.22     5.47    11.60    17.73    23.87    30.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    695.5    708.3    707.6    708.3    708.3    708.3    708.3    708.3
  Yb      ,  in    20.65    20.34    20.36    20.34    20.34    20.34    20.34    20.34
  MI(Ixx) , in4   180025   183638   183461   183638   183638   183638   183638   183638
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1510.3   1522.6   1522.0   1522.6   1522.6   1522.6   1522.6   1522.6
  Yb      ,  in    36.11    35.85    35.86    35.85    35.85    35.85    35.85    35.85
  MI(Ixx) , in4   492023   504837   504204   504837   504837   504837   504837   504837

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.71 in):
     8 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.967 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.959 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.140 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)       
-------------------------------------------------------------------------------------
       858.620         740 635.379     10.913 44196.027   640.084     388.215        
 
 
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       4.50       0.1250      2.0000     No
      2      US#6[M19]       60.00        0.88       6.00       2.0000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      7.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.4167     15.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.4167     21.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      21.6667     39.6634    Yes
      2      US#5[M16]       60.00        0.62      15.00      39.6634     45.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00      45.9134     53.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00      53.9134     56.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      56.1634     56.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      56.8301     59.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      59.3301     61.2051     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 61.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  3.71 in
         P_init    =      595.5 kips  Ecc = 17.03 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.42 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.310 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.19 ksi    0.00 ksi
    due to Composite Loads                                 -0.98 ksi    0.00 ksi
    due to Live Loads                                      -4.17 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                         7.83 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.42 ksi  ( 4.29 %)            12.79 ksi ( 6.53 %)
Total Prestress Losses                                    21.21 ksi (10.82 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    48.5    46.2   107.4   202.3   270.1   310.7   324.3
(Max)       V      21.6    19.9    20.0    17.7    13.3     8.8     4.4     0.0
DL-Prec.  : M       0.0     8.2     7.8    18.1    34.2    45.6    52.5    54.8
DC(Max)     V       3.7     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    61.5    58.6   136.2   256.5   342.5   394.0   411.2
Haunch (Max)V      27.4    25.3    25.4    22.4    16.8    11.2     5.6     0.0
Diaphragm : M       0.0     0.6     0.6     1.4     2.9     4.4     6.0     7.5
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    19.9    19.0    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.2     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    11.0    10.5    24.4    45.9    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.5     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   179.7   171.2   394.6   728.4   947.0  1075.1  1099.5
            V     115.8   109.3   109.7   100.7    85.0    69.4    50.1    34.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   115.8   109.3   109.7   100.7    85.6    71.2    57.3    43.7
            M       0.0   182.8   174.2   394.6   698.2   887.6   960.3   921.9
Total     : M+      0.0   329.4   313.7   726.3  1353.2  1781.7  2036.4  2104.0
            V     182.5   170.9   171.5   155.3   126.1    96.8    63.9    34.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   182.5   170.9   171.5   155.3   126.6    98.6    71.1    44.0
            M       0.0   332.5   316.8   726.3  1323.0  1722.4  1921.5  1926.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   57.78   57.67   60.00
Self wt.  : M     310.7   270.1   202.3   107.4    46.2    48.5     0.0
(Max)       V       4.4     8.8    13.3    17.7    20.0    19.9    21.6
DL-Prec.  : M      52.5    45.6    34.2    18.1     7.8     8.2     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     394.0   342.5   256.5   136.2    58.6    61.5     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.4    25.3    27.4
Diaphragm : M       6.0     4.4     2.9     1.4     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     127.6   110.9    83.1    44.1    19.0    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.2     8.2     8.9
DL-Comp   : M      70.4    61.2    45.9    24.4    10.5    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.5     4.5     4.9
LL + I    : M+   1075.1   947.0   728.4   394.6   171.2   179.7     0.0
            V      50.1    69.4    85.0   100.7   109.7   109.3   115.8
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    57.3    71.2    85.6   100.7   109.7   109.3   115.8
            M     960.3   887.6   698.2   394.6   174.2   182.8     0.0
Total     : M+   2036.4  1781.7  1353.2   726.3   313.7   329.4     0.0
            V      63.9    96.8   126.1   155.3   171.5   170.9   182.5
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    71.1    98.6   126.6   155.3   171.5   170.9   182.5
            M    1921.5  1722.4  1323.0   726.3   316.8   332.5     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.6             21.6
Deck+Haunch            27.4             27.4
Diaphragm               0.2              0.3
DL-Prec.(DC)            3.7              3.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           44.4             44.4
DL-Comp.(DW)           24.5             24.5
Live                   80.0             80.0
        Truck          60.8             60.8
        Lane           19.2             19.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    48.5    46.2   107.4   202.3   270.1   310.7   324.3
(Max)       V      21.6    19.9    20.0    17.7    13.3     8.8     4.4     0.0
DL-Prec.  : M       0.0     8.2     7.8    18.1    34.2    45.6    52.5    54.8
DC(Max)     V       3.7     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    61.5    58.6   136.2   256.5   342.5   394.0   411.2
Haunch (Max)V      27.4    25.3    25.4    22.4    16.8    11.2     5.6     0.0
Diaphragm : M       0.0     0.6     0.6     1.4     2.9     4.4     6.0     7.5
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    19.9    19.0    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.2     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    11.0    10.5    24.4    45.9    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.5     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   143.8   136.9   315.7   582.7   757.6   860.1   879.6
            V      92.6    87.5    87.7    80.5    68.0    55.5    40.1    27.6
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    92.6    87.5    87.7    80.5    68.5    57.0    45.8    35.0
            M       0.0   146.2   139.4   315.7   558.5   710.1   768.2   737.5
Total     : M+      0.0   293.5   279.5   647.4  1207.6  1592.3  1821.4  1884.1
            V     159.4   149.0   149.5   135.1   109.0    83.0    53.9    27.8
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   159.4   149.0   149.5   135.1   109.5    84.4    59.6    35.2
            M       0.0   296.0   281.9   647.4  1183.4  1544.8  1729.5  1742.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   57.78   57.67   60.00
Self wt.  : M     310.7   270.1   202.3   107.4    46.2    48.5     0.0
(Max)       V       4.4     8.8    13.3    17.7    20.0    19.9    21.6
DL-Prec.  : M      52.5    45.6    34.2    18.1     7.8     8.2     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     394.0   342.5   256.5   136.2    58.6    61.5     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.4    25.3    27.4
Diaphragm : M       6.0     4.4     2.9     1.4     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     127.6   110.9    83.1    44.1    19.0    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.2     8.2     8.9
DL-Comp   : M      70.4    61.2    45.9    24.4    10.5    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.5     4.5     4.9
LL + I    : M+    860.1   757.6   582.7   315.7   136.9   143.8     0.0
            V      40.1    55.5    68.0    80.5    87.7    87.5    92.6
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    45.8    57.0    68.5    80.5    87.7    87.5    92.6
            M     768.2   710.1   558.5   315.7   139.4   146.2     0.0
Total     : M+   1821.4  1592.3  1207.6   647.4   279.5   293.5     0.0
            V      53.9    83.0   109.0   135.1   149.5   149.0   159.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    59.6    84.4   109.5   135.1   149.5   149.0   159.4
            M    1729.5  1544.8  1183.4   647.4   281.9   296.0     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    60.6    57.7   134.3   252.9   337.6   388.4   405.4
(Max)       V      27.0    24.9    25.0    22.1    16.6    11.0     5.5     0.0
Self wt.  : M       0.0    43.7    41.6    96.7   182.1   243.1   279.7   291.9
(Min)       V      19.5    17.9    18.0    15.9    11.9     8.0     4.0     0.0
DL-Prec.  : M       0.0    10.2     9.8    22.7    42.7    57.0    65.6    68.5
DC(Max)     V       4.6     4.2     4.2     3.7     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     7.4     7.0    16.3    30.8    41.1    47.2    49.3
DC(Min)     V       3.3     3.0     3.0     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    76.9    73.2   170.3   320.7   428.1   492.5   514.0
Haunch (Max)V      34.3    31.6    31.7    28.0    21.0    14.0     7.0     0.0
Deck +    : M       0.0    55.4    52.7   122.6   230.9   308.2   354.6   370.1
Haunch (Min)V      24.7    22.8    22.8    20.2    15.1    10.1     5.0     0.0
Diaphragm : M       0.0     0.7     0.7     1.7     3.6     5.5     7.5     9.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     1.2     2.6     4.0     5.4     6.7
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    24.9    23.7    55.2   103.9   138.7   159.5   166.5
DC(Max)     V      11.1    10.2    10.3     9.1     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    17.9    17.1    39.7    74.8    99.8   114.9   119.9
DC(Min)     V       8.0     7.4     7.4     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0    16.5    15.7    36.5    68.8    91.8   105.6   110.3
DW(Max)     V       7.4     6.8     6.8     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.1     6.8    15.8    29.8    39.8    45.8    47.8
DW(Min)     V       3.2     2.9     2.9     2.6     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   314.5   299.5   690.6  1274.6  1657.2  1881.4  1924.2
            V     202.6   191.3   191.9   176.2   148.8   121.5    87.7    60.3
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   202.6   191.3   191.9   176.2   149.9   124.6   100.2    76.5
            M       0.0   319.9   304.9   690.6  1221.8  1553.3  1680.5  1613.2
Total     : M+      0.0   504.4   480.3  1111.3  2067.2  2716.0  3100.6  3198.2
            V     287.3   269.4   270.3   245.4   200.8   156.3   105.2    60.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   287.3   269.4   270.3   245.4   201.9   159.4   117.7    76.8
            M       0.0   509.8   485.7  1111.3  2014.3  2612.1  2899.7  2887.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   57.78   57.67   60.00
Self wt.  : M     388.4   337.6   252.9   134.3    57.7    60.6     0.0
(Max)       V       5.5    11.0    16.6    22.1    25.0    24.9    27.0
Self wt.  : M     279.7   243.1   182.1    96.7    41.6    43.7     0.0
(Min)       V       4.0     8.0    11.9    15.9    18.0    17.9    19.5
DL-Prec.  : M      65.6    57.0    42.7    22.7     9.8    10.2     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.2     4.2     4.6
DL-Prec.  : M      47.2    41.1    30.8    16.3     7.0     7.4     0.0
DC(Min)     V       0.7     1.3     2.0     2.7     3.0     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     492.5   428.1   320.7   170.3    73.2    76.9     0.0
Haunch (Max)V       7.0    14.0    21.0    28.0    31.7    31.6    34.3
Deck +    : M     354.6   308.2   230.9   122.6    52.7    55.4     0.0
Haunch (Min)V       5.0    10.1    15.1    20.2    22.8    22.8    24.7
Diaphragm : M       7.5     5.5     3.6     1.7     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       5.4     4.0     2.6     1.2     0.5     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     159.5   138.7   103.9    55.2    23.7    24.9     0.0
DC(Max)     V       2.3     4.5     6.8     9.1    10.3    10.2    11.1
DL-Comp   : M     114.9    99.8    74.8    39.7    17.1    17.9     0.0
DC(Min)     V       1.6     3.3     4.9     6.5     7.4     7.4     8.0
DL-Comp   : M     105.6    91.8    68.8    36.5    15.7    16.5     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.8     6.8     7.4
DL-Comp   : M      45.8    39.8    29.8    15.8     6.8     7.1     0.0
DW(Min)     V       0.7     1.3     2.0     2.6     2.9     2.9     3.2
LL + I    : M+   1881.4  1657.2  1274.6   690.6   299.5   314.5     0.0
            V      87.7   121.5   148.8   176.2   191.9   191.3   202.6
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   100.2   124.6   149.9   176.2   191.9   191.3   202.6
            M    1680.5  1553.3  1221.8   690.6   304.9   319.9     0.0
Total     : M+   3100.6  2716.0  2067.2  1111.3   480.3   504.4     0.0
            V     105.2   156.3   200.8   245.4   270.3   269.4   287.3
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   117.7   159.4   201.9   245.4   270.3   269.4   287.3
            M    2899.7  2612.1  2014.3  1111.3   485.7   509.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               27.0             27.0
Deck+Haunch            34.3             34.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            4.6              4.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           36.8             36.8
Live                  140.0            140.0
        Truck         106.4            106.4
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    48.5    46.2   107.4   202.3   270.1   310.7   324.3
(Max)       V      21.6    19.9    20.0    17.7    13.3     8.8     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     7.8    18.1    34.2    45.6    52.5    54.8
DC(Max)     V       3.7     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    61.5    58.6   136.2   256.5   342.5   394.0   411.2
Haunch (Max)V      27.4    25.3    25.4    22.4    16.8    11.2     5.6     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     1.4     2.9     4.4     6.0     7.5
(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    19.9    19.0    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.2     7.3     5.4     3.6     1.8     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    11.0    10.5    24.4    45.9    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.5     4.0     3.0     2.0     1.0     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   128.4   122.3   276.9   488.9   629.0   687.4   641.6
            V      93.4    87.7    88.0    80.0    66.6    52.7    39.3    33.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    93.4    87.7    88.0    80.0    66.6    53.7    41.7    33.8
            M       0.0   128.4   122.3   276.9   488.9   602.4   630.6   641.6
Total     : M+      0.0   278.1   264.9   608.6  1113.8  1463.7  1648.6  1646.1
            V     160.1   149.2   149.8   134.6   107.6    80.1    53.1    34.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   160.1   149.2   149.8   134.6   107.6    81.1    55.6    34.0
            M       0.0   278.1   264.9   608.6  1113.8  1437.1  1591.8  1646.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   57.78   57.67   60.00
Self wt.  : M     310.7   270.1   202.3   107.4    46.2    48.5     0.0
(Max)       V       4.4     8.8    13.3    17.7    20.0    19.9    21.6
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      52.5    45.6    34.2    18.1     7.8     8.2     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     394.0   342.5   256.5   136.2    58.6    61.5     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.4    25.3    27.4
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       6.0     4.4     2.9     1.4     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     127.6   110.9    83.1    44.1    19.0    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.2     8.2     8.9
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      70.4    61.2    45.9    24.4    10.5    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.5     4.5     4.9
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+    687.4   629.0   488.9   276.9   122.3   128.4     0.0
            V      39.3    52.7    66.6    80.0    88.0    87.7    93.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    41.7    53.7    66.6    80.0    88.0    87.7    93.4
            M     630.6   602.4   488.9   276.9   122.3   128.4     0.0
Total     : M+   1648.6  1463.7  1113.8   608.6   264.9   278.1     0.0
            V      53.1    80.1   107.6   134.6   149.8   149.2   160.1
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    55.6    81.1   107.6   134.6   149.8   149.2   160.1
            M    1591.8  1437.1  1113.8   608.6   264.9   278.1     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    6.13   12.27   18.40   24.53   30.67   21.47
 
Beam-Self
Precast-top    0.102   0.197   0.349   0.459   0.524   0.546   0.497 
Bottom        -0.084  -0.162  -0.288  -0.378  -0.432  -0.450  -0.410 
 
Prestress
Precast-top   -0.489  -0.489  -0.489  -0.489  -0.489  -0.489  -0.489 
Bottom         1.938   1.938   1.938   1.938   1.938   1.938   1.938 
 
Total
Precast-top   -0.387  -0.292  -0.139  -0.030   0.035   0.057   0.008 
Bottom         1.854   1.776   1.650   1.560   1.505   1.487   1.528 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.78 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.012   0.011   0.026   0.050   0.066   0.076   0.079 
Precast-top   -0.100  -0.238  -0.231   0.003   0.391   0.669   0.837   0.894 
Bottom         0.398   1.545   1.489   1.321   0.960   0.701   0.546   0.492 
 

 
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    6.13   12.27   18.40   24.53   30.67   21.47
 
Beam-Self
Precast-top    0.102   0.197   0.349   0.459   0.524   0.546   0.497 
Bottom        -0.084  -0.162  -0.288  -0.378  -0.432  -0.450  -0.410 
 
Prestress
Precast-top   -0.489  -0.489  -0.489  -0.489  -0.489  -0.489  -0.489 
Bottom         1.938   1.938   1.938   1.938   1.938   1.938   1.938 
 
Total
Precast-top   -0.387  -0.292  -0.139  -0.030   0.035   0.057   0.008 
Bottom         1.854   1.776   1.650   1.560   1.505   1.487   1.528 
 
As_top  , in2  1.468   0.977   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 = 10.78 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.055   0.053   0.120   0.213   0.275   0.302   0.286 
Precast-top   -0.050  -0.091  -0.089   0.062   0.302   0.471   0.568   0.587 
Bottom         0.199   0.663   0.640   0.424   0.063  -0.185  -0.313  -0.301 
 

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
    287.3    6.5   49.5    0.442   0.0   6.00e-3 50.0    299.4     1.445    2.347      0.24
      0.0    0.3   49.4     41.9 0.199      19.8 0.87    12.00     0.092    1.257 
Transfer:   3.00
    269.4    6.5   49.5    1.996   0.0   2.84e-3 38.9    264.9     0.877    1.760      0.00
    509.8    1.4   48.8    189.0 0.189      34.4 1.53    12.00     0.092    1.325 
Critical:   4.73
    256.1    6.5   49.5    2.198   0.0   1.55e-3 34.4    234.8     0.660    1.320      0.00
    842.4    1.6   48.8    189.0 0.180      49.8 2.22    12.00     0.092    1.392 
0.1L    :   6.13
    245.4    6.5   49.5    2.360   0.0   1.09e-3 32.8    213.5     0.565    0.827      0.00
   1111.3    1.7   48.7    189.0 0.172      59.1 2.64    12.00     0.092    1.362 
0.2L    :  12.27
    201.9    6.5   49.5    3.038   0.0   1.46e-3 34.1    173.3     0.484    0.620      0.00
   2014.3    2.1   48.5    189.0 0.142      51.0 2.29    12.00     0.092    1.216 
0.3L    :  18.40
    159.4    6.5   49.5    3.038   0.0   2.68e-3 38.4    141.6     0.463    0.496      0.00
   2612.1    2.1   48.5    189.0 0.112      35.5 1.59    24.00     0.092    1.057 
0.4L    :  24.53
    117.7    6.5   49.5    3.038   0.0   3.02e-3 39.6     98.1     0.335    0.413      0.00
   2899.7    2.1   48.5    189.0 0.083      32.7 1.47    24.00     0.092    1.177 
0.5L    :  30.67
     76.8    6.5   49.5    3.038   0.0   2.51e-3 37.8     48.3     0.155    0.413      0.00
   2887.2    2.1   48.5    189.0 0.054      37.1 1.66    24.00     0.092    1.947 
0.6L    :  36.80
    117.7    6.5   49.5    3.038   0.0   3.02e-3 39.6     98.1     0.335    0.413      0.00
   2899.7    2.1   48.5    189.0 0.083      32.7 1.47    24.00     0.092    1.177 
0.7L    :  42.93
    159.4    6.5   49.5    3.038   0.0   2.68e-3 38.4    141.6     0.463    0.496      0.00
   2612.1    2.1   48.5    189.0 0.112      35.5 1.59    24.00     0.092    1.057 
0.8L    :  49.06
    201.9    6.5   49.5    3.038   0.0   1.46e-3 34.1    173.3     0.484    0.620      0.00
   2014.3    2.1   48.5    189.0 0.142      51.0 2.29    12.00     0.092    1.216 
0.9L    :  55.20
    245.4    6.5   49.5    2.360   0.0   1.09e-3 32.8    213.5     0.565    0.827      0.00
   1111.3    1.7   48.7    189.0 0.172      59.1 2.64    12.00     0.092    1.362 
Critical:  56.60
    256.1    6.5   49.5    2.198   0.0   1.55e-3 34.4    234.8     0.660    1.320      0.00
    842.4    1.6   48.8    189.0 0.180      49.8 2.22    12.00     0.092    1.392 
Transfer:  58.33
    269.4    6.5   49.5    1.996   0.0   2.84e-3 38.9    264.9     0.877    1.760      0.00
    509.8    1.4   48.8    189.0 0.189      34.4 1.53    12.00     0.092    1.325 
Bearing :  60.67
    287.3    6.5   49.5    0.442   0.0   6.00e-3 50.0    299.4     1.445    2.347      0.24
      0.0    0.3   49.4     41.9 0.199      19.8 0.87    12.00     0.092    1.257 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.19
 
 
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
    287.3      6.46     49.54    0.32       49.38    24.00      0.300      1.405      0.000      0.000*
Transfer:      2.33
    269.4      6.13     49.54    1.41       48.83    24.00      0.300      1.294      0.000      1.760 
Critical:      4.06
    256.2      5.84     49.54    1.56       48.76    24.00      0.300      1.196      0.000      1.320 
0.1L    :      5.47
    245.4      5.60     49.54    1.67       48.70    24.00      0.300      1.117      0.000      0.827 
0.2L    :     11.60
    201.9      4.63     49.54    2.14       48.46    24.00      0.300      0.793      0.000      0.620 
0.3L    :     17.73
    159.4      3.65     49.54    2.14       48.46    24.00      0.300      0.468      0.000      0.496 
0.4L    :     23.87
    117.7      2.70     49.54    2.14       48.46    24.00      0.300      0.150      0.000      0.413 
0.5L    :     30.00
     76.8      1.76     49.54    2.14       48.46    24.00      0.300      0.000      0.000      0.413 
0.6L    :     36.13
    117.7      2.70     49.54    2.14       48.46    24.00      0.300      0.150      0.000      0.413 
0.7L    :     42.27
    159.4      3.65     49.54    2.14       48.46    24.00      0.300      0.468      0.000      0.496 
0.8L    :     48.40
    201.9      4.63     49.54    2.14       48.46    24.00      0.300      0.793      0.000      0.620 
0.9L    :     54.53
    245.4      5.60     49.54    1.67       48.70    24.00      0.300      1.117      0.000      0.827 
Critical:     55.94
    256.2      5.84     49.54    1.56       48.76    24.00      0.300      1.196      0.000      1.320 
Transfer:     57.67
    269.4      6.13     49.54    1.41       48.83    24.00      0.300      1.294      0.000      1.760 
Bearing :     60.00
    287.3      6.46     49.54    0.32       49.38    24.00      0.300      1.405      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.47 ft
Prestress      :       0.294  1.80      0.529  2.20      0.646
Self Wt.       :      -0.088  1.85     -0.164  2.40     -0.212
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          :       0.205            0.365            0.434
 
At 0.2 x L = 11.60 ft
Prestress      :       0.524  1.80      0.944  2.20      1.153
Self Wt.       :      -0.167  1.85     -0.309  2.40     -0.401
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          :       0.357            0.634            0.752
 
At 0.3 x L = 17.73 ft
Prestress      :       0.689  1.80      1.240  2.20      1.515
Self Wt.       :      -0.229  1.85     -0.424  2.40     -0.550
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.460            0.816            0.966
 
At 0.4 x L = 23.87 ft
Prestress      :       0.788  1.80      1.418  2.20      1.733
Self Wt.       :      -0.268  1.85     -0.496  2.40     -0.644
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          :       0.519            0.922            1.089
 
At 0.5 x L = 30.00 ft
Prestress      :       0.821  1.80      1.477  2.20      1.805
Self Wt.       :      -0.282  1.85     -0.521  2.40     -0.676
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          :       0.539            0.956            1.129
 
At 0.6 x L = 36.13 ft
Prestress      :       0.788  1.80      1.418  2.20      1.733
Self Wt.       :      -0.268  1.85     -0.496  2.40     -0.644
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          :       0.519            0.922            1.089
 
At 0.7 x L = 42.27 ft
Prestress      :       0.689  1.80      1.240  2.20      1.515
Self Wt.       :      -0.229  1.85     -0.424  2.40     -0.550
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.460            0.816            0.966
 
At 0.8 x L = 48.40 ft
Prestress      :       0.524  1.80      0.944  2.20      1.153
Self Wt.       :      -0.167  1.85     -0.309  2.40     -0.401
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          :       0.357            0.634            0.752
 
At 0.9 x L = 54.53 ft
Prestress      :       0.294  1.80      0.529  2.20      0.646
Self Wt.       :      -0.088  1.85     -0.164  2.40     -0.212
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          :       0.205            0.365            0.434
 

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
   504.4    49.5  1.996  267.5    1.7   1.41   2172.5  0.089T 1.00       -       -     -     -  
H/2     :   2.22
   480.3    49.5  1.919  267.6    1.6   1.36   2090.2  0.093T 1.00       -       -     -     -  
0.1L    :   5.47
  1111.3    49.5  2.360  267.0    2.0   1.67   2557.5  0.075T 1.00       -       -     -     -  
0.2L    :  11.60
  2067.2    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00       -       -     -     -  
0.3L    :  17.73
  2716.0    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    636.6   636.6    5.13    -  
0.4L    :  23.87
  3100.6    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    580.2   580.2    5.63    -  
0.5L    :  30.00
  3198.2    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    560.8   560.8    5.82    -  
0.6L    :  36.13
  3100.6    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    580.2   580.2    5.63    -  
0.7L    :  42.27
  2716.0    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    636.6   636.6    5.13    -  
0.8L    :  48.40
  2067.2    49.5  3.038  266.2    2.5   2.14   3265.6  0.058T 1.00    729.9   729.9    4.47    -  
0.9L    :  54.53
  1111.3    49.5  2.360  267.0    2.0   1.67   2557.5  0.075T 1.00       -       -     -     -  
H/2     :  57.78
   480.3    49.5  1.919  267.6    1.6   1.36   2090.2  0.093T 1.00       -       -     -     -  
Transfer:  57.67
   504.4    49.5  1.996  267.5    1.7   1.41   2172.5  0.089T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.012
        M   2.00 Fb     0.209
 
  2   2 E   6.00 Ft    -0.031
        M   6.00 Fb     0.464
 
  3   2 E   6.00 Ft    -0.075
        M   6.00 Fb     0.720
 
  4   2 E   6.00 Ft    -0.119
        M   6.00 Fb     0.975
 
  5   2 E   2.00 Ft    -0.208
        M   2.00 Fb     1.268
 
  6   2 E   2.00 Ft    -0.298
        M   2.00 Fb     1.561
 
  7   2 E   2.00 Ft    -0.387
        M   2.00 Fb     1.854
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 61.33            Release Length, ft: 61.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.29 %               Final losses: 10.82 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.854     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.387       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)                  3265.59     3198.15     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   0.079     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.894     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.545    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   0.587     Midspan
    Pre.Bot:                                                             2.000   0.663    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  30.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.821  1.80      1.477  2.20      1.805
Self Wt.       :      -0.282  1.85     -0.521  2.40     -0.676
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          :       0.539            0.956            1.129
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  3.50 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   60.00
     DC  Line       0.076      0.00       0.076   60.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    30.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 61.330 ft
Release length = 61.330 ft
Design  length = 60.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.796   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.920   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.013   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 5
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        691.8 in2           1409.6 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           469771 in4#
Ht. of c.g.           =        20.74 in             35.28 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1525.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9290

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     2.22     5.47    11.60    17.73    23.87    30.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    695.5    708.3    707.6    708.3    708.3    708.3    708.3    708.3
  Yb      ,  in    20.65    20.34    20.36    20.34    20.34    20.34    20.34    20.34
  MI(Ixx) , in4   180025   183638   183461   183638   183638   183638   183638   183638
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1413.1   1425.4   1424.8   1425.4   1425.4   1425.4   1425.4   1425.4
  Yb      ,  in    35.20    34.92    34.94    34.92    34.92    34.92    34.92    34.92
  MI(Ixx) , in4   473255   485351   484754   485351   485351   485351   485351   485351

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.71 in):
     8 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.926 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.907 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.140 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)       
-------------------------------------------------------------------------------------
       858.620         740 635.379     10.913 44196.027   640.084     388.215        
 
 
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       4.50       0.1250      2.0000     No
      2      US#6[M19]       60.00        0.88       6.00       2.0000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667      7.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.4167     15.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.4167     21.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      21.6667     39.6634    Yes
      2      US#5[M16]       60.00        0.62      15.00      39.6634     45.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00      45.9134     53.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00      53.9134     56.1634    Yes
      2      US#6[M19]       60.00        0.88       8.00      56.1634     56.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      56.8301     59.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      59.3301     61.2051     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 61.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  3.71 in
         P_init    =      595.5 kips  Ecc = 17.03 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.42 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.310 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.81 ksi    0.00 ksi
    due to Composite Loads                                 -0.99 ksi    0.00 ksi
    due to Live Loads                                      -4.14 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                         7.83 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.42 ksi  ( 4.29 %)            13.20 ksi ( 6.73 %)
Total Prestress Losses                                    21.61 ksi (11.03 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.4 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    48.5    46.2   107.4   202.3   270.1   310.7   324.3
(Max)       V      21.6    19.9    20.0    17.7    13.3     8.8     4.4     0.0
DL-Prec.  : M       0.0     7.5     7.1    16.6    31.2    41.7    47.9    50.0
DC(Max)     V       3.3     3.1     3.1     2.7     2.0     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    54.2    51.6   120.0   225.9   301.6   347.0   362.2
Haunch (Max)V      24.1    22.3    22.4    19.7    14.8     9.9     4.9     0.0
Diaphragm : M       0.0     0.3     0.3     0.7     1.5     2.2     3.0     3.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    19.9    19.0    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.2     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    11.0    10.5    24.4    45.9    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.5     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   176.8   168.4   388.2   716.5   931.6  1057.6  1081.7
            V     101.4    95.7    96.0    88.1    74.5    60.8    43.9    30.2
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   101.4    95.7    96.0    88.1    75.0    62.4    50.1    38.3
            M       0.0   179.8   171.4   388.2   686.8   873.2   944.6   906.9
Total     : M+      0.0   318.2   303.0   701.4  1306.4  1719.3  1964.4  2028.6
            V     164.4   153.8   154.4   139.7   113.2    86.6    56.8    30.3
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   164.4   153.8   154.4   139.7   113.7    88.2    63.1    38.4
            M       0.0   321.2   306.0   701.4  1276.7  1660.9  1851.4  1853.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   57.78   57.67   60.00
Self wt.  : M     310.7   270.1   202.3   107.4    46.2    48.5     0.0
(Max)       V       4.4     8.8    13.3    17.7    20.0    19.9    21.6
DL-Prec.  : M      47.9    41.7    31.2    16.6     7.1     7.5     0.0
DC(Max)     V       0.7     1.4     2.0     2.7     3.1     3.1     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
Deck +    : M     347.0   301.6   225.9   120.0    51.6    54.2     0.0
Haunch (Max)V       4.9     9.9    14.8    19.7    22.4    22.3    24.1
Diaphragm : M       3.0     2.2     1.5     0.7     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     127.6   110.9    83.1    44.1    19.0    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.2     8.2     8.9
DL-Comp   : M      70.4    61.2    45.9    24.4    10.5    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.5     4.5     4.9
LL + I    : M+   1057.6   931.6   716.5   388.2   168.4   176.8     0.0
            V      43.9    60.8    74.5    88.1    96.0    95.7   101.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    50.1    62.4    75.0    88.1    96.0    95.7   101.4
            M     944.6   873.2   686.8   388.2   171.4   179.8     0.0
Total     : M+   1964.4  1719.3  1306.4   701.4   303.0   318.2     0.0
            V      56.8    86.6   113.2   139.7   154.4   153.8   164.4
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    63.1    88.2   113.7   139.7   154.4   153.8   164.4
            M    1851.4  1660.9  1276.7   701.4   306.0   321.2     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.6             21.6
Deck+Haunch            24.1             24.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.3              3.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           44.4             44.4
DL-Comp.(DW)           24.5             24.5
Live                   80.0             80.0
        Truck          60.8             60.8
        Lane           19.2             19.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    48.5    46.2   107.4   202.3   270.1   310.7   324.3
(Max)       V      21.6    19.9    20.0    17.7    13.3     8.8     4.4     0.0
DL-Prec.  : M       0.0     7.5     7.1    16.6    31.2    41.7    47.9    50.0
DC(Max)     V       3.3     3.1     3.1     2.7     2.0     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    54.2    51.6   120.0   225.9   301.6   347.0   362.2
Haunch (Max)V      24.1    22.3    22.4    19.7    14.8     9.9     4.9     0.0
Diaphragm : M       0.0     0.3     0.3     0.7     1.5     2.2     3.0     3.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    19.9    19.0    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.2     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    11.0    10.5    24.4    45.9    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.5     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   141.4   134.7   310.6   573.2   745.3   846.1   865.3
            V      81.1    76.6    76.8    70.5    59.6    48.6    35.1    24.1
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    81.1    76.6    76.8    70.5    60.0    49.9    40.1    30.6
            M       0.0   143.9   137.1   310.6   549.5   698.5   755.7   725.5
Total     : M+      0.0   282.8   269.3   623.7  1163.1  1533.0  1752.8  1812.3
            V     144.1   134.7   135.2   122.1    98.3    74.5    48.1    24.3
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   144.1   134.7   135.2   122.1    98.7    75.7    53.1    30.8
            M       0.0   285.3   271.7   623.7  1139.3  1486.3  1662.5  1672.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   57.78   57.67   60.00
Self wt.  : M     310.7   270.1   202.3   107.4    46.2    48.5     0.0
(Max)       V       4.4     8.8    13.3    17.7    20.0    19.9    21.6
DL-Prec.  : M      47.9    41.7    31.2    16.6     7.1     7.5     0.0
DC(Max)     V       0.7     1.4     2.0     2.7     3.1     3.1     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
Deck +    : M     347.0   301.6   225.9   120.0    51.6    54.2     0.0
Haunch (Max)V       4.9     9.9    14.8    19.7    22.4    22.3    24.1
Diaphragm : M       3.0     2.2     1.5     0.7     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     127.6   110.9    83.1    44.1    19.0    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.2     8.2     8.9
DL-Comp   : M      70.4    61.2    45.9    24.4    10.5    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.5     4.5     4.9
LL + I    : M+    846.1   745.3   573.2   310.6   134.7   141.4     0.0
            V      35.1    48.6    59.6    70.5    76.8    76.6    81.1
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    40.1    49.9    60.0    70.5    76.8    76.6    81.1
            M     755.7   698.5   549.5   310.6   137.1   143.9     0.0
Total     : M+   1752.8  1533.0  1163.1   623.7   269.3   282.8     0.0
            V      48.1    74.5    98.3   122.1   135.2   134.7   144.1
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    53.1    75.7    98.7   122.1   135.2   134.7   144.1
            M    1662.5  1486.3  1139.3   623.7   271.7   285.3     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    60.6    57.7   134.3   252.9   337.6   388.4   405.4
(Max)       V      27.0    24.9    25.0    22.1    16.6    11.0     5.5     0.0
Self wt.  : M       0.0    43.7    41.6    96.7   182.1   243.1   279.7   291.9
(Min)       V      19.5    17.9    18.0    15.9    11.9     8.0     4.0     0.0
DL-Prec.  : M       0.0     9.4     8.9    20.7    39.0    52.1    59.9    62.5
DC(Max)     V       4.2     3.8     3.9     3.4     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     6.7     6.4    14.9    28.1    37.5    43.1    45.0
DC(Min)     V       3.0     2.8     2.8     2.5     1.8     1.2     0.6     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    67.7    64.5   150.0   282.4   377.0   433.8   452.7
Haunch (Max)V      30.2    27.8    27.9    24.7    18.5    12.3     6.2     0.0
Deck +    : M       0.0    48.8    46.4   108.0   203.3   271.5   312.3   326.0
Haunch (Min)V      21.7    20.0    20.1    17.8    13.3     8.9     4.4     0.0
Diaphragm : M       0.0     0.4     0.3     0.9     1.8     2.8     3.7     4.7
(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     0.6     1.3     2.0     2.7     3.4
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    24.9    23.7    55.2   103.9   138.7   159.5   166.5
DC(Max)     V      11.1    10.2    10.3     9.1     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    17.9    17.1    39.7    74.8    99.8   114.9   119.9
DC(Min)     V       8.0     7.4     7.4     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0    16.5    15.7    36.5    68.8    91.8   105.6   110.3
DW(Max)     V       7.4     6.8     6.8     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.1     6.8    15.8    29.8    39.8    45.8    47.8
DW(Min)     V       3.2     2.9     2.9     2.6     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   309.4   294.6   679.3  1253.9  1630.3  1850.8  1892.9
            V     177.4   167.5   168.0   154.2   130.3   106.4    76.8    52.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   177.4   167.5   168.0   154.2   131.2   109.1    87.7    67.0
            M       0.0   314.7   299.9   679.3  1201.9  1528.1  1653.1  1587.0
Total     : M+      0.0   488.9   465.6  1076.9  2002.7  2630.3  3001.9  3094.9
            V     257.4   241.3   242.1   219.7   179.4   139.2    93.2    53.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   257.4   241.3   242.1   219.7   180.3   141.9   104.2    67.2
            M       0.0   494.2   470.8  1076.9  1950.7  2528.0  2804.2  2789.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   57.78   57.67   60.00
Self wt.  : M     388.4   337.6   252.9   134.3    57.7    60.6     0.0
(Max)       V       5.5    11.0    16.6    22.1    25.0    24.9    27.0
Self wt.  : M     279.7   243.1   182.1    96.7    41.6    43.7     0.0
(Min)       V       4.0     8.0    11.9    15.9    18.0    17.9    19.5
DL-Prec.  : M      59.9    52.1    39.0    20.7     8.9     9.4     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     3.9     3.8     4.2
DL-Prec.  : M      43.1    37.5    28.1    14.9     6.4     6.7     0.0
DC(Min)     V       0.6     1.2     1.8     2.5     2.8     2.8     3.0
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     433.8   377.0   282.4   150.0    64.5    67.7     0.0
Haunch (Max)V       6.2    12.3    18.5    24.7    27.9    27.8    30.2
Deck +    : M     312.3   271.5   203.3   108.0    46.4    48.8     0.0
Haunch (Min)V       4.4     8.9    13.3    17.8    20.1    20.0    21.7
Diaphragm : M       3.7     2.8     1.8     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       2.7     2.0     1.3     0.6     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     159.5   138.7   103.9    55.2    23.7    24.9     0.0
DC(Max)     V       2.3     4.5     6.8     9.1    10.3    10.2    11.1
DL-Comp   : M     114.9    99.8    74.8    39.7    17.1    17.9     0.0
DC(Min)     V       1.6     3.3     4.9     6.5     7.4     7.4     8.0
DL-Comp   : M     105.6    91.8    68.8    36.5    15.7    16.5     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.8     6.8     7.4
DL-Comp   : M      45.8    39.8    29.8    15.8     6.8     7.1     0.0
DW(Min)     V       0.7     1.3     2.0     2.6     2.9     2.9     3.2
LL + I    : M+   1850.8  1630.3  1253.9   679.3   294.6   309.4     0.0
            V      76.8   106.4   130.3   154.2   168.0   167.5   177.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    87.7   109.1   131.2   154.2   168.0   167.5   177.4
            M    1653.1  1528.1  1201.9   679.3   299.9   314.7     0.0
Total     : M+   3001.9  2630.3  2002.7  1076.9   465.6   488.9     0.0
            V      93.2   139.2   179.4   219.7   242.1   241.3   257.4
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   104.2   141.9   180.3   219.7   242.1   241.3   257.4
            M    2804.2  2528.0  1950.7  1076.9   470.8   494.2     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               27.0             27.0
Deck+Haunch            30.2             30.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            4.2              4.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           36.8             36.8
Live                  140.0            140.0
        Truck         106.4            106.4
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    48.5    46.2   107.4   202.3   270.1   310.7   324.3
(Max)       V      21.6    19.9    20.0    17.7    13.3     8.8     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     7.5     7.1    16.6    31.2    41.7    47.9    50.0
DC(Max)     V       3.3     3.1     3.1     2.7     2.0     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    54.2    51.6   120.0   225.9   301.6   347.0   362.2
Haunch (Max)V      24.1    22.3    22.4    19.7    14.8     9.9     4.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     0.7     1.5     2.2     3.0     3.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    19.9    19.0    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.2     7.3     5.4     3.6     1.8     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    11.0    10.5    24.4    45.9    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.5     4.0     3.0     2.0     1.0     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   175.2   167.0   378.0   667.4   858.6   938.4   875.9
            V     102.2    96.0    96.3    87.5    72.9    57.6    43.0    37.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   102.2    96.0    96.3    87.5    72.9    58.7    45.7    37.0
            M       0.0   175.2   167.0   378.0   667.4   822.3   860.8   875.9
Total     : M+      0.0   316.6   301.6   691.2  1257.3  1646.4  1845.1  1822.8
            V     165.2   154.1   154.6   139.1   111.6    83.5    55.9    37.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   165.2   154.1   154.6   139.1   111.6    84.6    58.7    37.1
            M       0.0   316.6   301.6   691.2  1257.3  1610.1  1767.5  1822.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   57.78   57.67   60.00
Self wt.  : M     310.7   270.1   202.3   107.4    46.2    48.5     0.0
(Max)       V       4.4     8.8    13.3    17.7    20.0    19.9    21.6
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      47.9    41.7    31.2    16.6     7.1     7.5     0.0
DC(Max)     V       0.7     1.4     2.0     2.7     3.1     3.1     3.3
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     347.0   301.6   225.9   120.0    51.6    54.2     0.0
Haunch (Max)V       4.9     9.9    14.8    19.7    22.4    22.3    24.1
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       3.0     2.2     1.5     0.7     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     127.6   110.9    83.1    44.1    19.0    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.2     8.2     8.9
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      70.4    61.2    45.9    24.4    10.5    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.5     4.5     4.9
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+    938.4   858.6   667.4   378.0   167.0   175.2     0.0
            V      43.0    57.6    72.9    87.5    96.3    96.0   102.2
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    45.7    58.7    72.9    87.5    96.3    96.0   102.2
            M     860.8   822.3   667.4   378.0   167.0   175.2     0.0
Total     : M+   1845.1  1646.4  1257.3   691.2   301.6   316.6     0.0
            V      55.9    83.5   111.6   139.1   154.6   154.1   165.2
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    58.7    84.6   111.6   139.1   154.6   154.1   165.2
            M    1767.5  1610.1  1257.3   691.2   301.6   316.6     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    6.13   12.27   18.40   24.53   30.67   21.47
 
Beam-Self
Precast-top    0.102   0.197   0.349   0.459   0.524   0.546   0.497 
Bottom        -0.084  -0.162  -0.288  -0.378  -0.432  -0.450  -0.410 
 
Prestress
Precast-top   -0.489  -0.489  -0.489  -0.489  -0.489  -0.489  -0.489 
Bottom         1.938   1.938   1.938   1.938   1.938   1.938   1.938 
 
Total
Precast-top   -0.387  -0.292  -0.139  -0.030   0.035   0.057   0.008 
Bottom         1.854   1.776   1.650   1.560   1.505   1.487   1.528 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.78 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.013   0.012   0.029   0.054   0.072   0.083   0.087 
Precast-top   -0.100  -0.250  -0.243  -0.025   0.339   0.599   0.755   0.808 
Bottom         0.398   1.555   1.499   1.344   1.005   0.762   0.616   0.566 
 

 
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    6.13   12.27   18.40   24.53   30.67   21.47
 
Beam-Self
Precast-top    0.102   0.197   0.349   0.459   0.524   0.546   0.497 
Bottom        -0.084  -0.162  -0.288  -0.378  -0.432  -0.450  -0.410 
 
Prestress
Precast-top   -0.489  -0.489  -0.489  -0.489  -0.489  -0.489  -0.489 
Bottom         1.938   1.938   1.938   1.938   1.938   1.938   1.938 
 
Total
Precast-top   -0.387  -0.292  -0.139  -0.030   0.035   0.057   0.008 
Bottom         1.854   1.776   1.650   1.560   1.505   1.487   1.528 
 
As_top  , in2  1.468   0.977   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 = 10.78 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    5.47   11.60   17.73   23.87   30.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.080   0.077   0.174   0.308   0.398   0.437   0.412 
Precast-top   -0.050  -0.082  -0.080   0.082   0.336   0.513   0.611   0.622 
Bottom         0.199   0.626   0.605   0.346  -0.074  -0.360  -0.502  -0.473 
 

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
    257.4    6.5   49.5    0.443   0.0   6.00e-3 50.0    266.2     1.286    2.347      0.01
      0.0    0.4   49.4     41.9 0.178      19.8 0.87    12.00     0.092    1.402 
Transfer:   3.00
    241.3    6.5   49.5    2.000   0.0   1.83e-3 35.4    222.9     0.651    1.760      0.00
    494.2    1.6   48.7    189.0 0.169      45.2 2.02    12.00     0.092    1.477 
Critical:   4.72
    229.4    6.5   49.5    2.201   0.0   0.68e-3 31.4    183.8     0.461    1.320      0.00
    814.9    1.8   48.6    189.0 0.161      71.0 3.18    12.00     0.092    1.551 
0.1L    :   6.13
    219.7    6.5   49.5    2.364   0.0   0.58e-3 31.0    169.2     0.419    0.827      0.00
   1076.9    1.9   48.6    189.0 0.155      74.8 3.35    12.00     0.092    1.617 
0.2L    :  12.27
    180.3    6.5   49.5    3.038   0.0   1.05e-3 32.7    140.7     0.373    0.620      0.00
   1950.7    2.4   48.3    189.0 0.128      59.7 2.69    12.00     0.092    1.464 
0.3L    :  18.40
    141.9    6.5   49.5    3.038   0.0   2.26e-3 36.9    118.1     0.367    0.496      0.00
   2528.0    2.4   48.3    189.0 0.100      39.6 1.78    24.00     0.092    1.263 
0.4L    :  24.53
    104.2    6.5   49.5    3.038   0.0   2.62e-3 38.2     79.8     0.259    0.413      0.00
   2804.2    2.4   48.3    189.0 0.074      36.0 1.62    24.00     0.092    1.409 
0.5L    :  30.67
     67.2    6.5   49.5    3.038   0.0   2.14e-3 36.5     33.8     0.103    0.413      0.00
   2789.0    2.4   48.3    189.0 0.048      40.9 1.84    24.00     0.092    2.356 
0.6L    :  36.80
    104.2    6.5   49.5    3.038   0.0   2.62e-3 38.2     79.8     0.259    0.413      0.00
   2804.2    2.4   48.3    189.0 0.074      36.0 1.62    24.00     0.092    1.409 
0.7L    :  42.93
    141.9    6.5   49.5    3.038   0.0   2.26e-3 36.9    118.1     0.367    0.496      0.00
   2528.0    2.4   48.3    189.0 0.100      39.6 1.78    24.00     0.092    1.263 
0.8L    :  49.06
    180.3    6.5   49.5    3.038   0.0   1.05e-3 32.7    140.7     0.373    0.620      0.00
   1950.7    2.4   48.3    189.0 0.128      59.7 2.69    12.00     0.092    1.464 
0.9L    :  55.20
    219.7    6.5   49.5    2.364   0.0   0.58e-3 31.0    169.2     0.419    0.827      0.00
   1076.9    1.9   48.6    189.0 0.155      74.8 3.35    12.00     0.092    1.617 
Critical:  56.61
    229.4    6.5   49.5    2.201   0.0   0.68e-3 31.4    183.8     0.461    1.320      0.00
    814.9    1.8   48.6    189.0 0.161      71.0 3.18    12.00     0.092    1.551 
Transfer:  58.33
    241.3    6.5   49.5    2.000   0.0   1.83e-3 35.4    222.9     0.651    1.760      0.00
    494.2    1.6   48.7    189.0 0.169      45.2 2.02    12.00     0.092    1.477 
Bearing :  60.67
    257.4    6.5   49.5    0.443   0.0   6.00e-3 50.0    266.2     1.286    2.347      0.01
      0.0    0.4   49.4     41.9 0.178      19.8 0.87    12.00     0.092    1.402 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.19
 
 
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
    257.4      5.79     49.54    0.36       49.36    24.00      0.300      1.182      0.000      0.000*
Transfer:      2.33
    241.3      5.50     49.54    1.61       48.73    24.00      0.300      1.084      0.000      1.760 
Critical:      4.05
    229.4      5.24     49.54    1.77       48.65    24.00      0.300      0.997      0.000      1.320 
0.1L    :      5.47
    219.7      5.02     49.54    1.90       48.58    24.00      0.300      0.925      0.000      0.827 
0.2L    :     11.60
    180.3      4.15     49.54    2.43       48.32    24.00      0.300      0.632      0.000      0.620 
0.3L    :     17.73
    141.9      3.26     49.54    2.43       48.32    24.00      0.300      0.338      0.000      0.496 
0.4L    :     23.87
    104.2      2.40     49.54    2.43       48.32    24.00      0.300      0.049      0.000      0.413 
0.5L    :     30.00
     67.2      1.54     49.54    2.43       48.32    24.00      0.300      0.000      0.000      0.413 
0.6L    :     36.13
    104.2      2.40     49.54    2.43       48.32    24.00      0.300      0.049      0.000      0.413 
0.7L    :     42.27
    141.9      3.26     49.54    2.43       48.32    24.00      0.300      0.338      0.000      0.496 
0.8L    :     48.40
    180.3      4.15     49.54    2.43       48.32    24.00      0.300      0.632      0.000      0.620 
0.9L    :     54.53
    219.7      5.02     49.54    1.90       48.58    24.00      0.300      0.925      0.000      0.827 
Critical:     55.95
    229.4      5.24     49.54    1.77       48.65    24.00      0.300      0.997      0.000      1.320 
Transfer:     57.67
    241.3      5.50     49.54    1.61       48.73    24.00      0.300      1.084      0.000      1.760 
Bearing :     60.00
    257.4      5.79     49.54    0.36       49.36    24.00      0.300      1.182      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.47 ft
Prestress      :       0.294  1.80      0.529  2.20      0.646
Self Wt.       :      -0.088  1.85     -0.164  2.40     -0.212
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          :       0.205            0.365            0.434
 
At 0.2 x L = 11.60 ft
Prestress      :       0.524  1.80      0.944  2.20      1.153
Self Wt.       :      -0.167  1.85     -0.309  2.40     -0.401
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          :       0.357            0.634            0.752
 
At 0.3 x L = 17.73 ft
Prestress      :       0.689  1.80      1.240  2.20      1.515
Self Wt.       :      -0.229  1.85     -0.424  2.40     -0.550
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.460            0.816            0.966
 
At 0.4 x L = 23.87 ft
Prestress      :       0.788  1.80      1.418  2.20      1.733
Self Wt.       :      -0.268  1.85     -0.496  2.40     -0.644
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          :       0.519            0.922            1.089
 
At 0.5 x L = 30.00 ft
Prestress      :       0.821  1.80      1.477  2.20      1.805
Self Wt.       :      -0.282  1.85     -0.521  2.40     -0.676
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          :       0.539            0.956            1.129
 
At 0.6 x L = 36.13 ft
Prestress      :       0.788  1.80      1.418  2.20      1.733
Self Wt.       :      -0.268  1.85     -0.496  2.40     -0.644
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          :       0.519            0.922            1.089
 
At 0.7 x L = 42.27 ft
Prestress      :       0.689  1.80      1.240  2.20      1.515
Self Wt.       :      -0.229  1.85     -0.424  2.40     -0.550
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.460            0.816            0.966
 
At 0.8 x L = 48.40 ft
Prestress      :       0.524  1.80      0.944  2.20      1.153
Self Wt.       :      -0.167  1.85     -0.309  2.40     -0.401
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          :       0.357            0.634            0.752
 
At 0.9 x L = 54.53 ft
Prestress      :       0.294  1.80      0.529  2.20      0.646
Self Wt.       :      -0.088  1.85     -0.164  2.40     -0.212
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          :       0.205            0.365            0.434
 

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
   488.9    49.5  2.000  267.1    1.9   1.61   2169.5  0.078T 1.00       -       -     -     -  
H/2     :   2.22
   465.6    49.5  1.923  267.2    1.8   1.55   2087.6  0.081T 1.00       -       -     -     -  
0.1L    :   5.47
  1076.9    49.5  2.364  266.6    2.2   1.90   2552.0  0.066T 1.00       -       -     -     -  
0.2L    :  11.60
  2002.7    49.5  3.038  265.6    2.9   2.43   3249.3  0.051T 1.00       -       -     -     -  
0.3L    :  17.73
  2630.3    49.5  3.038  265.6    2.9   2.43   3249.3  0.051T 1.00    662.3   662.3    4.91    -  
0.4L    :  23.87
  3001.9    49.5  3.038  265.6    2.9   2.43   3249.3  0.051T 1.00    612.0   612.0    5.31    -  
0.5L    :  30.00
  3094.9    49.5  3.038  265.6    2.9   2.43   3249.3  0.051T 1.00    595.0   595.0    5.46    -  
0.6L    :  36.13
  3001.9    49.5  3.038  265.6    2.9   2.43   3249.3  0.051T 1.00    612.0   612.0    5.31    -  
0.7L    :  42.27
  2630.3    49.5  3.038  265.6    2.9   2.43   3249.3  0.051T 1.00    662.3   662.3    4.91    -  
0.8L    :  48.40
  2002.7    49.5  3.038  265.6    2.9   2.43   3249.3  0.051T 1.00    745.7   745.7    4.36    -  
0.9L    :  54.53
  1076.9    49.5  2.364  266.6    2.2   1.90   2552.0  0.066T 1.00       -       -     -     -  
H/2     :  57.78
   465.6    49.5  1.923  267.2    1.8   1.55   2087.6  0.081T 1.00       -       -     -     -  
Transfer:  57.67
   488.9    49.5  2.000  267.1    1.9   1.61   2169.5  0.078T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.012
        M   2.00 Fb     0.209
 
  2   2 E   6.00 Ft    -0.031
        M   6.00 Fb     0.464
 
  3   2 E   6.00 Ft    -0.075
        M   6.00 Fb     0.720
 
  4   2 E   6.00 Ft    -0.119
        M   6.00 Fb     0.975
 
  5   2 E   2.00 Ft    -0.208
        M   2.00 Fb     1.268
 
  6   2 E   2.00 Ft    -0.298
        M   2.00 Fb     1.561
 
  7   2 E   2.00 Ft    -0.387
        M   2.00 Fb     1.854
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 61.33            Release Length, ft: 61.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.29 %               Final losses: 11.03 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.854     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.387       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)                  3249.35     3094.94     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   0.087     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.808     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.555    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   0.622     Midspan
    Pre.Bot:                                                             2.000   0.626    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  30.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.821  1.80      1.477  2.20      1.805
Self Wt.       :      -0.282  1.85     -0.521  2.40     -0.676
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          :       0.539            0.956            1.129
 
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

