 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTC115 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 115 feet, girder spacing is 9.04 feet, and deck overhang width is 3 
                     feet and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) Hold-down points are at 0.35*(total length of beam)
                     (9) The beam lifting and supporting points are both assumed are 4.875 feet and 14 feet from 
                     the girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 7.5 ksi and 9.5 ksi, 
                     respectively.
                     (11) The deck concrete strength is 4.5 ksi.
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_47f5.tmp\BTC115-0_35\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       43.170
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.004
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 =   2267357.50
 
SPAN DATA
---------
Precast length    , ft =    116.330
Bearing-to-bearing, ft =    115.000
Release span      , ft =    116.330
 
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   8.020
 2               IA-BTC    9.040    691.8   178971.0  45.00  20.74  34.00   9.040
 3               IA-BTC    9.040    691.8   178971.0  45.00  20.74  34.00   9.040
 4               IA-BTC    9.040    691.8   178971.0  45.00  20.74  34.00   9.040
 5               IA-BTC    9.040    691.8   178971.0  45.00  20.74  34.00   8.030
 
 
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      =      9.500           4.500
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5675.610        4435.310
K1            =      1.000           1.000
f'ci,ksi      =      7.500 
Eci ,ksi      =   5249.690
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.35L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: YES
------------------------------------------------
Left Barrier Weight, klf                 0.650
Right Barrier Weight, klf                0.650
Left Curb Weight, klf                    0.000
Right Curb Weight, klf                   0.000
Left Sidewalk, klf                       0.000
Right Sidewalk, klf                      0.000
Future Wearing Surface, ksf              0.020
Sacrificial Wearing Surface, in          0.750
Stay in Place Deck Forms, klf            0.000
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.035    0.00       0.035  115.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052  115.00   Additional Overhang Load
   1    1    DC Line        0.075    0.00       0.075  115.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  115.00   Additional Haunch Load
   1    2    DC Line        0.085    0.00       0.085  115.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  115.00   Additional Haunch Load
   1    3    DC Line        0.085    0.00       0.085  115.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  115.00   Additional Haunch Load
   1    4    DC Line        0.085    0.00       0.085  115.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  115.00   Additional Haunch Load
   1    5    DC Line        0.075    0.00       0.075  115.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   57.500
   1    2        0.500   57.500
   1    3        0.500   57.500
   1    4        0.500   57.500
   1    5        0.250   57.500
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740  115.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  115.00   Right Barrier Weight
   1    DW Area        0.020   40.00          -       -    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   0.038*     0.045 NG     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              7.50 ksi 
  Elasticity          5249.7 ksi 
  Max comp              4.88 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.66 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      9.50 ksi    4.50 ksi 
  Elasticity 5675.61 ksi 4435.31 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    5.70 ksi 2.70 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.28 ksi 2.02 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.80 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.59 ksi -0.40 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    7.50        9.50      4.50   
  Span:1, Beam:2 0.6''-LL-270-72.6    7.50        9.50      4.50   
  Span:1, Beam:3 0.6''-LL-270-72.6    7.50        9.50      4.50   
  Span:1, Beam:4 0.6''-LL-270-72.6    7.50        9.50      4.50   
  Span:1, Beam:5 0.6''-LL-270-72.6    7.50        9.50      4.50   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 50 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 40.72 ft from member end )
 
END PATTERN (Ycg = 11.12 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 4 @  8.000 in 
  2 @ 34.000 in  2 @ 36.000 in  2 @ 38.000 in  2 @ 40.000 in 
  2 @ 42.000 in                                              
 
MID PATTERN (Ycg = 4.72 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 4 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.25   0.1250   1.2500 No        
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.5000 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.5000   2.9167 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.9167   4.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.9167  14.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  23.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  23.6667  31.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  31.1667  85.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  85.1634  92.6634 Yes       
       2 US#5[M16]  60.0  0.62   12.00  92.6634 101.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 101.6634 111.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00 111.4134 113.4134 Yes       
       2 US#6[M19]  60.0  0.88    5.00 113.4134 113.8301 Yes       
       2 US#6[M19]  60.0  0.88    3.00 113.8301 115.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 115.0801 116.2051 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 116.3300       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:
 50 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 40.72 ft from member end )
 
END PATTERN (Ycg = 11.12 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 4 @  8.000 in 
  2 @ 34.000 in  2 @ 36.000 in  2 @ 38.000 in  2 @ 40.000 in 
  2 @ 42.000 in                                              
 
MID PATTERN (Ycg = 4.72 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 4 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.25   0.1250   1.2500 No        
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.5000 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.5000   2.9167 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.9167   4.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.9167  14.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  23.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  23.6667  31.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  31.1667  85.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  85.1634  92.6634 Yes       
       2 US#5[M16]  60.0  0.62   12.00  92.6634 101.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 101.6634 111.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00 111.4134 113.4134 Yes       
       2 US#6[M19]  60.0  0.88    5.00 113.4134 113.8301 Yes       
       2 US#6[M19]  60.0  0.88    3.00 113.8301 115.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 115.0801 116.2051 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 116.3300       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:
 50 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 40.72 ft from member end )
 
END PATTERN (Ycg = 11.12 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 4 @  8.000 in 
  2 @ 34.000 in  2 @ 36.000 in  2 @ 38.000 in  2 @ 40.000 in 
  2 @ 42.000 in                                              
 
MID PATTERN (Ycg = 4.72 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 4 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.25   0.1250   1.2500 No        
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.5000 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.5000   2.9167 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.9167   4.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.9167  14.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  23.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  23.6667  31.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  31.1667  85.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  85.1634  92.6634 Yes       
       2 US#5[M16]  60.0  0.62   12.00  92.6634 101.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 101.6634 111.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00 111.4134 113.4134 Yes       
       2 US#6[M19]  60.0  0.88    5.00 113.4134 113.8301 Yes       
       2 US#6[M19]  60.0  0.88    3.00 113.8301 115.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 115.0801 116.2051 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 116.3300       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:
 50 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 40.72 ft from member end )
 
END PATTERN (Ycg = 11.12 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 4 @  8.000 in 
  2 @ 34.000 in  2 @ 36.000 in  2 @ 38.000 in  2 @ 40.000 in 
  2 @ 42.000 in                                              
 
MID PATTERN (Ycg = 4.72 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 4 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.25   0.1250   1.2500 No        
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.5000 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.5000   2.9167 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.9167   4.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.9167  14.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  23.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  23.6667  31.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  31.1667  85.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  85.1634  92.6634 Yes       
       2 US#5[M16]  60.0  0.62   12.00  92.6634 101.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 101.6634 111.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00 111.4134 113.4134 Yes       
       2 US#6[M19]  60.0  0.88    5.00 113.4134 113.8301 Yes       
       2 US#6[M19]  60.0  0.88    3.00 113.8301 115.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 115.0801 116.2051 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 116.3300       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:
 50 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 40.72 ft from member end )
 
END PATTERN (Ycg = 11.12 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 4 @  8.000 in 
  2 @ 34.000 in  2 @ 36.000 in  2 @ 38.000 in  2 @ 40.000 in 
  2 @ 42.000 in                                              
 
MID PATTERN (Ycg = 4.72 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 4 @  8.000 in 
                                                             
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.25   0.1250   1.2500 No        
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.5000 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.5000   2.9167 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.9167   4.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.9167  14.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  23.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  23.6667  31.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  31.1667  85.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  85.1634  92.6634 Yes       
       2 US#5[M16]  60.0  0.62   12.00  92.6634 101.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 101.6634 111.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00 111.4134 113.4134 Yes       
       2 US#6[M19]  60.0  0.88    5.00 113.4134 113.8301 Yes       
       2 US#6[M19]  60.0  0.88    3.00 113.8301 115.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 115.0801 116.2051 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 116.3300       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       =  43.17 ft
Type      : I-Girder                            Curb-to-curb       =  40.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.04 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  =  96.240 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  115.00
     DC  Line       0.052      0.00       0.052  115.00
     DC  Line       0.075      0.00       0.075  115.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    57.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 116.330 ft
Release length = 116.330 ft
Design  length = 115.000 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)  : 0.667   (Calculated)    
Live Moment (1  lane  loaded)  : 0.791   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.934   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.034   (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           1288.0 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           442989 in4#
Ht. of c.g.           =        20.74 in             33.95 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1515.3 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 = 0.7815

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    10.97    22.60    34.23    45.87    57.50
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    702.0    737.9    736.1    739.9    739.9    739.9    739.9    739.9
  Yb      ,  in    20.60    20.13    20.15    20.00    19.88    19.76    19.70    19.70
  MI(Ixx) , in4   179868   183139   182971   184863   186894   189225   190504   190504
Composite: (At Final, using Ec =  5675.6 ksi )
  Area    , in2   1297.2   1329.8   1328.2   1331.6   1331.6   1331.6   1331.6   1331.6
  Yb      ,  in    33.79    33.23    33.25    33.14    33.08    33.02    32.99    32.99
  MI(Ixx) , in4   447716   464502   463660   468659   472605   476833   479053   479053

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.50 ksi           4.50 ksi
  Elasticity         =    5675.61 ksi        4435.31 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.70 ksi           2.70 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.28 ksi           2.03 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.80 ksi           1.80 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.59 ksi          -0.40 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  50 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 40.72 ft from member end )
END PATTERN (Ycg = 11.12 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     4 @  8.000 in
     2 @ 34.000 in     2 @ 36.000 in     2 @ 38.000 in     2 @ 40.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.72 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     4 @  8.000 in

SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
16      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
25      2     2.00 in  2.00 in   0.00 ft    0.00 ft   5.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.1 ksi
Total Strand Area     =   10.85 in2      Initial Pull          =     2127.8 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.494 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.368 ft
Holddown Force        =  27.800 kips     Beam Shrtng (PL/AE)   =      0.769 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)       
--------------------------------------------------------------------------------------
      5818.244         740 4305.500     20.699 83830.484  1166.784     736.361        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.25       0.1250      1.2500     No
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.5000      2.9167    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.9167      4.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.9167     14.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     23.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      23.6667     31.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      31.1667     85.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      85.1634     92.6634    Yes
      2      US#5[M16]       60.00        0.62      12.00      92.6634    101.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00     101.6634    111.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00     111.4134    113.4134    Yes
      2      US#6[M19]       60.00        0.88       5.00     113.4134    113.8301    Yes
      2      US#6[M19]       60.00        0.88       3.00     113.8301    115.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     115.0801    116.2051     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 116.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 10.8500 in2       Ycg =  4.72 in
         P_init    =     2127.8 kips  Ecc = 16.02 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.11 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.705 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.53 ksi    0.00 ksi
    due to Composite Loads                                 -2.68 ksi    0.00 ksi
    due to Live Loads                                      -7.74 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                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.09 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.11 ksi  (10.26 %)             9.60 ksi ( 4.90 %)
Total Prestress Losses                                    29.72 ksi (15.15 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 166.4 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 : 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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0    94.8    90.2   411.1   752.4   996.2  1142.5  1191.3
(Max)       V      41.4    39.8    39.8    33.5    25.1    16.8     8.4     0.0
DL-Prec.  : M       0.0    21.3    20.3    92.5   169.3   224.2   257.1   268.1
DC(Max)     V       9.3     8.9     9.0     7.5     5.7     3.8     1.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   104.5    99.4   453.4   829.7  1098.6  1259.9  1313.6
Haunch (Max)V      45.7    43.8    43.9    37.0    27.7    18.5     9.2     0.0
Diaphragm : M       0.0     0.3     0.3     1.4     2.8     4.3     5.7     7.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    38.9    37.0   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.4    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.0    20.0    91.3   167.1   221.2   253.7   264.5
DW(Max)     V       9.2     8.8     8.8     7.4     5.6     3.7     1.9     0.0
LL + I    : M+      0.0   224.5   213.5   968.8  1758.7  2303.9  2628.7  2719.2
            V     129.0   125.4   125.6   111.9    94.3    76.7    52.1    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   129.0   125.4   125.6   111.9    95.5    79.9    65.1    51.0
            M      -0.0   221.5   210.8   938.6  1651.1  2092.3  2282.5  2242.0
Total     : M+      0.0   505.4   480.7  2187.3  3989.1  5257.6  6016.9  6253.2
            V     251.8   243.2   243.6   211.3   168.8   126.4    77.0    34.6
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   251.8   243.2   243.6   211.3   170.1   129.7    90.0    51.1
            M      -0.0   502.4   478.0  2157.1  3881.6  5046.1  5670.8  5776.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.78  112.67  115.00
Self wt.  : M    1142.5   996.2   752.4   411.1    90.2    94.8     0.0
(Max)       V       8.4    16.8    25.1    33.5    39.8    39.8    41.4
DL-Prec.  : M     257.1   224.2   169.3    92.5    20.3    21.3     0.0
DC(Max)     V       1.9     3.8     5.7     7.5     9.0     8.9     9.3
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    1259.9  1098.6   829.7   453.4    99.4   104.5     0.0
Haunch (Max)V       9.2    18.5    27.7    37.0    43.9    43.8    45.7
Diaphragm : M       5.7     4.3     2.8     1.4     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     469.3   409.2   309.1   168.9    37.0    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.4    16.3    17.0
DL-Comp   : M     253.7   221.2   167.1    91.3    20.0    21.0     0.0
DW(Max)     V       1.9     3.7     5.6     7.4     8.8     8.8     9.2
LL + I    : M+   2628.7  2303.9  1758.7   968.8   213.5   224.5     0.0
            V      52.1    76.7    94.3   111.9   125.6   125.4   129.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    65.1    79.9    95.5   111.9   125.6   125.4   129.0
            M    2282.5  2092.3  1651.1   938.6   210.8   221.5    -0.0
Total     : M+   6016.9  5257.6  3989.1  2187.3   480.7   505.4     0.0
            V      77.0   126.4   168.8   211.3   243.6   243.2   251.8
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    90.0   129.7   170.1   211.3   243.6   243.2   251.8
            M    5670.8  5046.1  3881.6  2157.1   478.0   502.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.4             41.4
Deck+Haunch            45.7             45.7
Diaphragm               0.1              0.1
DL-Prec.(DC)            9.3              9.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           85.1             85.1
DL-Comp.(DW)           46.0             46.0
Live                  103.0            103.0
        Truck          66.2             66.2
        Lane           36.8             36.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0    94.8    90.2   411.1   752.4   996.2  1142.5  1191.3
(Max)       V      41.4    39.8    39.8    33.5    25.1    16.8     8.4     0.0
DL-Prec.  : M       0.0    21.3    20.3    92.5   169.3   224.2   257.1   268.1
DC(Max)     V       9.3     8.9     9.0     7.5     5.7     3.8     1.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   104.5    99.4   453.4   829.7  1098.6  1259.9  1313.6
Haunch (Max)V      45.7    43.8    43.9    37.0    27.7    18.5     9.2     0.0
Diaphragm : M       0.0     0.3     0.3     1.4     2.8     4.3     5.7     7.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    38.9    37.0   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.4    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.0    20.0    91.3   167.1   221.2   253.7   264.5
DW(Max)     V       9.2     8.8     8.8     7.4     5.6     3.7     1.9     0.0
LL + I    : M+      0.0   179.6   170.8   775.0  1406.9  1843.1  2102.9  2175.3
            V     103.2   100.3   100.4    89.5    75.4    61.3    41.7    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   103.2   100.3   100.4    89.5    76.4    63.9    52.1    40.8
            M      -0.0   177.2   168.6   750.9  1320.9  1673.9  1826.0  1793.6
Total     : M+      0.0   460.5   438.0  1993.6  3637.4  4796.8  5491.2  5709.4
            V     226.0   218.1   218.5   188.9   150.0   111.1    66.6    27.7
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   226.0   218.1   218.5   188.9   151.0   113.7    77.0    40.9
            M      -0.0   458.1   435.8  1969.4  3551.4  4627.6  5214.3  5327.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.78  112.67  115.00
Self wt.  : M    1142.5   996.2   752.4   411.1    90.2    94.8     0.0
(Max)       V       8.4    16.8    25.1    33.5    39.8    39.8    41.4
DL-Prec.  : M     257.1   224.2   169.3    92.5    20.3    21.3     0.0
DC(Max)     V       1.9     3.8     5.7     7.5     9.0     8.9     9.3
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    1259.9  1098.6   829.7   453.4    99.4   104.5     0.0
Haunch (Max)V       9.2    18.5    27.7    37.0    43.9    43.8    45.7
Diaphragm : M       5.7     4.3     2.8     1.4     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     469.3   409.2   309.1   168.9    37.0    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.4    16.3    17.0
DL-Comp   : M     253.7   221.2   167.1    91.3    20.0    21.0     0.0
DW(Max)     V       1.9     3.7     5.6     7.4     8.8     8.8     9.2
LL + I    : M+   2102.9  1843.1  1406.9   775.0   170.8   179.6     0.0
            V      41.7    61.3    75.4    89.5   100.4   100.3   103.2
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    52.1    63.9    76.4    89.5   100.4   100.3   103.2
            M    1826.0  1673.9  1320.9   750.9   168.6   177.2    -0.0
Total     : M+   5491.2  4796.8  3637.4  1993.6   438.0   460.5     0.0
            V      66.6   111.1   150.0   188.9   218.5   218.1   226.0
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    77.0   113.7   151.0   188.9   218.5   218.1   226.0
            M    5214.3  4627.6  3551.4  1969.4   435.8   458.1    -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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   118.5   112.7   513.9   940.6  1245.3  1428.2  1489.1
(Max)       V      51.8    49.7    49.8    41.9    31.4    21.0    10.5     0.0
Self wt.  : M       0.0    85.3    81.1   370.0   677.2   896.6  1028.3  1072.2
(Min)       V      37.3    35.8    35.9    30.2    22.6    15.1     7.5     0.0
DL-Prec.  : M       0.0    26.7    25.4   115.7   211.7   280.3   321.4   335.1
DC(Max)     V      11.7    11.2    11.2     9.4     7.1     4.7     2.4     0.0
DL-Prec.  : M       0.0    19.2    18.3    83.3   152.4   201.8   231.4   241.3
DC(Min)     V       8.4     8.1     8.1     6.8     5.1     3.4     1.7     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   130.7   124.3   566.7  1037.2  1373.2  1574.9  1642.1
Haunch (Max)V      57.1    54.8    54.9    46.2    34.7    23.1    11.6     0.0
Deck +    : M       0.0    94.1    89.5   408.0   746.8   988.7  1133.9  1182.3
Haunch (Min)V      41.1    39.5    39.5    33.3    25.0    16.6     8.3     0.0
Diaphragm : M       0.0     0.4     0.3     1.7     3.5     5.3     7.2     9.0
(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     1.2     2.5     3.9     5.2     6.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    48.7    46.3   211.1   386.3   511.5   586.6   611.7
DC(Max)     V      21.3    20.4    20.5    17.2    12.9     8.6     4.3     0.0
DL-Comp   : M       0.0    35.0    33.3   152.0   278.2   368.3   422.4   440.4
DC(Min)     V      15.3    14.7    14.7    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    31.6    30.0   136.9   250.6   331.8   380.5   396.7
DW(Max)     V      13.8    13.2    13.3    11.2     8.4     5.6     2.8     0.0
DL-Comp   : M       0.0    13.7    13.0    59.3   108.6   143.8   164.9   171.9
DW(Min)     V       6.0     5.7     5.7     4.8     3.6     2.4     1.2     0.0
LL + I    : M+      0.0   392.8   373.7  1695.4  3077.6  4031.7  4600.2  4758.5
            V     225.8   219.4   219.7   195.8   165.0   134.2    91.2    60.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   225.8   219.4   219.7   195.8   167.2   139.9   113.9    89.2
            M      -0.0   387.6   368.8  1642.5  2889.5  3661.6  3994.4  3923.4
Total     : M+      0.0   749.2   712.7  3241.4  5907.5  7779.2  8898.9  9242.2
            V     381.6   368.9   369.5   321.9   259.6   197.3   122.8    60.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   381.6   368.9   369.5   321.9   261.8   203.0   145.5    89.4
            M      -0.0   744.1   707.8  3188.5  5719.4  7409.1  8293.1  8407.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.78  112.67  115.00
Self wt.  : M    1428.2  1245.3   940.6   513.9   112.7   118.5     0.0
(Max)       V      10.5    21.0    31.4    41.9    49.8    49.7    51.8
Self wt.  : M    1028.3   896.6   677.2   370.0    81.1    85.3     0.0
(Min)       V       7.5    15.1    22.6    30.2    35.9    35.8    37.3
DL-Prec.  : M     321.4   280.3   211.7   115.7    25.4    26.7     0.0
DC(Max)     V       2.4     4.7     7.1     9.4    11.2    11.2    11.7
DL-Prec.  : M     231.4   201.8   152.4    83.3    18.3    19.2     0.0
DC(Min)     V       1.7     3.4     5.1     6.8     8.1     8.1     8.4
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    1574.9  1373.2  1037.2   566.7   124.3   130.7     0.0
Haunch (Max)V      11.6    23.1    34.7    46.2    54.9    54.8    57.1
Deck +    : M    1133.9   988.7   746.8   408.0    89.5    94.1     0.0
Haunch (Min)V       8.3    16.6    25.0    33.3    39.5    39.5    41.1
Diaphragm : M       7.2     5.3     3.5     1.7     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       5.2     3.9     2.5     1.2     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     586.6   511.5   386.3   211.1    46.3    48.7     0.0
DC(Max)     V       4.3     8.6    12.9    17.2    20.5    20.4    21.3
DL-Comp   : M     422.4   368.3   278.2   152.0    33.3    35.0     0.0
DC(Min)     V       3.1     6.2     9.3    12.4    14.7    14.7    15.3
DL-Comp   : M     380.5   331.8   250.6   136.9    30.0    31.6     0.0
DW(Max)     V       2.8     5.6     8.4    11.2    13.3    13.2    13.8
DL-Comp   : M     164.9   143.8   108.6    59.3    13.0    13.7     0.0
DW(Min)     V       1.2     2.4     3.6     4.8     5.7     5.7     6.0
LL + I    : M+   4600.2  4031.7  3077.6  1695.4   373.7   392.8     0.0
            V      91.2   134.2   165.0   195.8   219.7   219.4   225.8
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   113.9   139.9   167.2   195.8   219.7   219.4   225.8
            M    3994.4  3661.6  2889.5  1642.5   368.8   387.6    -0.0
Total     : M+   8898.9  7779.2  5907.5  3241.4   712.7   749.2     0.0
            V     122.8   197.3   259.6   321.9   369.5   368.9   381.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   145.5   203.0   261.8   321.9   369.5   368.9   381.6
            M    8293.1  7409.1  5719.4  3188.5   707.8   744.1    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               51.8             51.8
Deck+Haunch            57.1             57.1
Diaphragm               0.2              0.2
DL-Prec.(DC)           11.7             11.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          106.4            106.4
DL-Comp.(DW)           69.0             69.0
Live                  180.2            180.2
        Truck         115.8            115.8
        Lane           64.4             64.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0    94.8    90.2   411.1   752.4   996.2  1142.5  1191.3
(Max)       V      41.4    39.8    39.8    33.5    25.1    16.8     8.4     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    21.3    20.3    92.5   169.3   224.2   257.1   268.1
DC(Max)     V       9.3     8.9     9.0     7.5     5.7     3.8     1.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   104.5    99.4   453.4   829.7  1098.6  1259.9  1313.6
Haunch (Max)V      45.7    43.8    43.9    37.0    27.7    18.5     9.2     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     1.4     2.8     4.3     5.7     7.2
(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    38.9    37.0   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.4    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    21.0    20.0    91.3   167.1   221.2   253.7   264.5
DW(Max)     V       9.2     8.8     8.8     7.4     5.6     3.7     1.9     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   218.3   207.6   931.9  1661.4  2169.2  2438.5  2441.2
            V     126.1   122.9   123.1   111.1    96.1    72.9    57.9    42.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   126.1   122.9   123.1   111.1    96.1    81.1    66.2    51.2
            M       0.0   218.3   207.6   931.9  1661.4  2124.2  2320.5  2250.2
Total     : M+      0.0   499.2   474.8  2150.4  3891.8  5122.9  5826.7  5975.3
            V     248.9   240.7   241.1   210.5   170.7   122.6    82.8    43.0
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   248.9   240.7   241.1   210.5   170.7   130.9    91.1    51.3
            M       0.0   499.2   474.8  2150.4  3891.8  5078.0  5708.8  5784.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.78  112.67  115.00
Self wt.  : M    1142.5   996.2   752.4   411.1    90.2    94.8     0.0
(Max)       V       8.4    16.8    25.1    33.5    39.8    39.8    41.4
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     257.1   224.2   169.3    92.5    20.3    21.3     0.0
DC(Max)     V       1.9     3.8     5.7     7.5     9.0     8.9     9.3
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    1259.9  1098.6   829.7   453.4    99.4   104.5     0.0
Haunch (Max)V       9.2    18.5    27.7    37.0    43.9    43.8    45.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.7     4.3     2.8     1.4     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     469.3   409.2   309.1   168.9    37.0    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.4    16.3    17.0
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     253.7   221.2   167.1    91.3    20.0    21.0     0.0
DW(Max)     V       1.9     3.7     5.6     7.4     8.8     8.8     9.2
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+   2438.5  2169.2  1661.4   931.9   207.6   218.3     0.0
            V      57.9    72.9    96.1   111.1   123.1   122.9   126.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    66.2    81.1    96.1   111.1   123.1   122.9   126.1
            M    2320.5  2124.2  1661.4   931.9   207.6   218.3     0.0
Total     : M+   5826.7  5122.9  3891.8  2150.4   474.8   499.2     0.0
            V      82.8   122.6   170.7   210.5   241.1   240.7   248.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    91.1   130.9   170.7   210.5   241.1   240.7   248.9
            M    5708.8  5078.0  3891.8  2150.4   474.8   499.2     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.63   23.27   34.90   46.53   58.17   40.72
 
Beam-Self
Precast-top    0.200   0.712   1.258   1.639   1.865   1.943   1.771 
Bottom        -0.162  -0.570  -0.996  -1.283  -1.452  -1.513  -1.382 
 
Prestress
Precast-top    0.215  -0.206  -0.675  -1.133  -1.357  -1.357  -1.357 
Bottom         4.833   5.340   5.686   6.014   6.172   6.172   6.172 
 
Total
Precast-top    0.415   0.507   0.583   0.506   0.508   0.585   0.413 
Bottom         4.671   4.771   4.690   4.731   4.720   4.659   4.790 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.05 %)
             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   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top    0.064   0.185   0.182  -0.177  -0.581  -0.974  -1.167  -1.167
Bottom         0.969   4.154   4.003   4.590   4.887   5.169   5.305   5.305
 
Self wt.
Precast-top   -0.000   0.154   0.147   0.667   1.214   1.595   1.821   1.899
Bottom        -0.000  -0.125  -0.119  -0.534  -0.960  -1.248  -1.418  -1.478
 
DL-Prec (DC)
Precast-top   -0.000   0.035   0.033   0.150   0.273   0.359   0.410   0.427
Bottom        -0.000  -0.028  -0.027  -0.120  -0.216  -0.281  -0.319  -0.333
 
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   0.002   0.005   0.007   0.009   0.011
Bottom        -0.000  -0.000  -0.000  -0.002  -0.004  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.170   0.162   0.736   1.338   1.758   2.008   2.094
Bottom        -0.000  -0.138  -0.131  -0.588  -1.059  -1.377  -1.563  -1.630
 
DL-Comp (DC)
Topping-top   -0.000   0.016   0.015   0.068   0.124   0.163   0.186   0.194
Precast-top   -0.000   0.012   0.011   0.051   0.094   0.123   0.141   0.147
Bottom        -0.000  -0.033  -0.032  -0.143  -0.260  -0.340  -0.388  -0.404
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.008   0.037   0.067   0.088   0.101   0.105
Precast-top   -0.000   0.006   0.006   0.028   0.051   0.067   0.076   0.080
Bottom        -0.000  -0.018  -0.017  -0.077  -0.140  -0.184  -0.210  -0.219
 
LL+I(+)
Topping-top   -0.000   0.091   0.086   0.390   0.704   0.916   1.042   1.078
Precast-top   -0.000   0.068   0.065   0.294   0.532   0.694   0.791   0.818
Bottom        -0.000  -0.193  -0.184  -0.822  -1.477  -1.915  -2.173  -2.247
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.115   0.109   0.494   0.894   1.167   1.329   1.377 
Precast-top    0.064   0.631   0.607   1.752   2.926   3.629   4.089   4.309 
Bottom         0.969   3.618   3.492   2.303   0.771  -0.180  -0.773  -1.015 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.024   0.023   0.105   0.191   0.251   0.287   0.299 
Precast-top    0.064   0.563   0.542   1.458   2.393   2.935   3.299   3.491 
Bottom         0.969   3.811   3.676   3.125   2.248   1.734   1.400   1.232 
 

 
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   11.63   23.27   34.90   46.53   58.17   40.72
 
Beam-Self
Precast-top    0.200   0.712   1.258   1.639   1.865   1.943   1.771 
Bottom        -0.162  -0.570  -0.996  -1.283  -1.452  -1.513  -1.382 
 
Prestress
Precast-top    0.215  -0.206  -0.675  -1.133  -1.357  -1.357  -1.357 
Bottom         4.833   5.340   5.686   6.014   6.172   6.172   6.172 
 
Total
Precast-top    0.415   0.507   0.583   0.506   0.508   0.585   0.413 
Bottom         4.671   4.771   4.690   4.731   4.720   4.659   4.790 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.05 %)
             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   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top    0.064   0.185   0.182  -0.177  -0.581  -0.974  -1.167  -1.167
Bottom         0.969   4.154   4.003   4.590   4.887   5.169   5.305   5.305
 
Self wt.
Precast-top   -0.000   0.154   0.147   0.667   1.214   1.595   1.821   1.899
Bottom        -0.000  -0.125  -0.119  -0.534  -0.960  -1.248  -1.418  -1.478
 
DL-Prec (DC)
Precast-top   -0.000   0.035   0.033   0.150   0.273   0.359   0.410   0.427
Bottom        -0.000  -0.028  -0.027  -0.120  -0.216  -0.281  -0.319  -0.333
 
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   0.002   0.005   0.007   0.009   0.011
Bottom        -0.000  -0.000  -0.000  -0.002  -0.004  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.170   0.162   0.736   1.338   1.758   2.008   2.094
Bottom        -0.000  -0.138  -0.131  -0.588  -1.059  -1.377  -1.563  -1.630
 
DL-Comp (DC)
Topping-top   -0.000   0.016   0.015   0.068   0.124   0.163   0.186   0.194
Precast-top   -0.000   0.012   0.011   0.051   0.094   0.123   0.141   0.147
Bottom        -0.000  -0.033  -0.032  -0.143  -0.260  -0.340  -0.388  -0.404
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.008   0.037   0.067   0.088   0.101   0.105
Precast-top   -0.000   0.006   0.006   0.028   0.051   0.067   0.076   0.080
Bottom        -0.000  -0.018  -0.017  -0.077  -0.140  -0.184  -0.210  -0.219
 
LL+I(+)
Topping-top   -0.000   0.073   0.069   0.312   0.563   0.733   0.834   0.863
Precast-top   -0.000   0.055   0.052   0.235   0.426   0.555   0.632   0.654
Bottom        -0.000  -0.154  -0.147  -0.658  -1.182  -1.532  -1.738  -1.798
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.097   0.092   0.416   0.754   0.984   1.121   1.161 
Precast-top    0.064   0.618   0.594   1.693   2.819   3.490   3.931   4.145 
Bottom         0.969   3.657   3.529   2.468   1.066   0.203  -0.338  -0.566 
 

 
 
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   10.97   22.60   34.23   45.87   57.50
F_LL+I(+)
Topping-top   -0.000   0.088   0.084   0.375   0.665   0.863   0.967   0.968
Precast-top   -0.000   0.066   0.063   0.283   0.503   0.654   0.733   0.734
Bottom        -0.000  -0.187  -0.179  -0.791  -1.396  -1.803  -2.015  -2.018
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.100   0.096   0.427   0.760   0.988   1.110   1.117 
Precast-top    0.032   0.348   0.334   1.012   1.699   2.121   2.383   2.480 
Bottom         0.484   1.718   1.659   0.772  -0.272  -0.936  -1.315  -1.402 
 

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
    381.6    6.5   48.8    1.204   5.3   6.00e-3 50.0    392.0     1.935    4.693      0.00
      0.0    1.1   48.3     41.9 0.140      26.7 0.87    12.00     0.127    1.770 
Transfer:   3.00
    368.9    6.5   48.8    5.433  23.9  -0.09e-3 28.7    234.9     0.554    1.760      0.00
    744.1    4.8   46.4    189.0 0.135     151.1 5.14    12.00     0.127    1.806 
Critical:   4.51
    360.5    6.5   48.8    5.943  23.9  -0.12e-3 28.6    222.7     0.526    1.760      0.00
   1177.4    5.3   46.2    189.0 0.132     154.0 5.26    12.00     0.127    1.839 
0.1L    :  11.63
    321.9    6.5   47.9    9.078  23.9  -0.14e-3 28.5    183.7     0.452    0.827      0.00
   3188.5    7.4   44.2    189.0 0.122     150.1 5.37    24.00     0.127    1.426 
0.2L    :  23.27
    261.8    6.5   45.8   10.850  23.9  -0.05e-3 28.8    134.7     0.353    0.620      0.00
   5719.4    7.5   42.0    189.0 0.103     132.3 4.97    24.00     0.127    1.350 
0.3L    :  34.90
    203.0    6.5   47.6   10.850  23.9   0.50e-3 30.8    105.0     0.285    0.413      0.00
   7409.1    7.5   43.8    189.0 0.074      96.7 3.48    24.00     0.127    1.210 
0.4L    :  46.53
    145.5    6.5   48.5   10.850   0.0   1.03e-3 32.6     84.9     0.243    0.413      0.00
   8293.1    7.5   44.8    189.0 0.058      76.8 2.71    24.00     0.127    1.369 
0.5L    :  58.17
     89.4    6.5   48.5   10.850   0.0   0.95e-3 32.3     19.7     0.127    0.413      0.00
   8407.1    7.5   44.8    189.0 0.036      79.6 2.81    24.00     0.127    2.274 
0.6L    :  69.80
    145.5    6.5   48.5   10.850   0.0   1.03e-3 32.6     84.9     0.243    0.413      0.00
   8293.1    7.5   44.8    189.0 0.058      76.8 2.71    24.00     0.127    1.369 
0.7L    :  81.43
    203.0    6.5   47.6   10.850  23.9   0.50e-3 30.8    105.0     0.285    0.413      0.00
   7409.1    7.5   43.8    189.0 0.074      96.7 3.48    24.00     0.127    1.210 
0.8L    :  93.06
    261.8    6.5   45.8   10.850  23.9  -0.05e-3 28.8    134.7     0.353    0.620      0.00
   5719.4    7.5   42.0    189.0 0.103     132.3 4.97    24.00     0.127    1.350 
0.9L    : 104.70
    321.9    6.5   47.9    9.078  23.9  -0.14e-3 28.5    183.7     0.452    0.827      0.00
   3188.5    7.4   44.2    189.0 0.122     150.1 5.37    24.00     0.127    1.426 
Critical: 111.82
    360.5    6.5   48.8    5.943  23.9  -0.12e-3 28.6    222.7     0.526    1.760      0.00
   1177.4    5.3   46.2    189.0 0.132     154.0 5.26    12.00     0.127    1.839 
Transfer: 113.33
    368.9    6.5   48.8    5.433  23.9  -0.09e-3 28.7    234.9     0.554    1.760      0.00
    744.1    4.8   46.4    189.0 0.135     151.1 5.14    12.00     0.127    1.806 
Bearing : 115.67
    381.6    6.5   48.8    1.204   5.3   6.00e-3 50.0    392.0     1.935    4.693      0.00
      0.0    1.1   48.3     41.9 0.140      26.7 0.87    12.00     0.127    1.770 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 2042.21
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    4.08
 
 
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
    381.6      8.78     48.83    1.11       48.28    24.00      0.300      2.178      0.077      0.000*
Transfer:      2.33
    368.9      8.83     48.83    4.84       46.41    24.00      0.300      2.194      0.086      1.760 
Critical:      3.85
    360.7      8.68     48.83    5.30       46.18    24.00      0.300      2.143      0.056      1.760 
0.1L    :     10.97
    321.9      8.10     47.88    7.42       44.16    24.00      0.300      1.950      0.000      0.827 
0.2L    :     22.60
    261.8      6.92     45.79    7.52       42.03    24.00      0.300      1.557      0.000      0.620 
0.3L    :     34.23
    203.0      5.14     47.62    7.53       43.85    24.00      0.300      0.965      0.000      0.413 
0.4L    :     45.87
    145.5      3.61     48.53    7.54       44.76    24.00      0.300      0.454      0.000      0.413 
0.5L    :     57.50
     89.4      2.22     48.53    7.54       44.76    24.00      0.300      0.000      0.000      0.413 
0.6L    :     69.13
    145.5      3.61     48.53    7.54       44.76    24.00      0.300      0.454      0.000      0.413 
0.7L    :     80.77
    203.0      5.14     47.62    7.53       43.85    24.00      0.300      0.965      0.000      0.413 
0.8L    :     92.40
    261.8      6.92     45.79    7.52       42.03    24.00      0.300      1.557      0.000      0.620 
0.9L    :    104.03
    321.9      8.10     47.88    7.42       44.16    24.00      0.300      1.950      0.000      0.827 
Critical:    111.15
    360.7      8.68     48.83    5.30       46.18    24.00      0.300      2.143      0.056      1.760 
Transfer:    112.67
    368.9      8.83     48.83    4.84       46.41    24.00      0.300      2.194      0.086      1.760 
Bearing :    115.00
    381.6      8.78     48.83    1.11       48.28    24.00      0.300      2.178      0.077      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.97 ft
Prestress      :       2.564  1.80      4.616  2.20      5.642
Self Wt.       :      -0.960  1.85     -1.777  2.40     -2.305
Deck + Haunch  :                       -0.894  2.30     -2.056
DL-Prec. (DC)  :                       -0.182  3.00     -0.547
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.131  3.00     -0.394
DL-Comp. (DW)  :                       -0.071  3.00     -0.213
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 22.60 ft
Prestress      :       4.595  1.80      8.271  2.20     10.108
Self Wt.       :      -1.797  1.85     -3.325  2.40     -4.314
Deck + Haunch  :                       -1.725  2.30     -3.967
DL-Prec. (DC)  :                       -0.352  3.00     -1.056
Diaphragm      :                       -0.007  3.00     -0.022
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.254  3.00     -0.762
DL-Comp. (DW)  :                       -0.137  3.00     -0.412
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 34.23 ft
Prestress      :       6.026  1.80     10.846  2.20     13.256
Self Wt.       :      -2.431  1.85     -4.496  2.40     -5.833
Deck + Haunch  :                       -2.355  2.30     -5.417
DL-Prec. (DC)  :                       -0.481  3.00     -1.442
Diaphragm      :                       -0.010  3.00     -0.030
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.348  3.00     -1.044
DL-Comp. (DW)  :                       -0.188  3.00     -0.565
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 45.87 ft
Prestress      :       6.889  1.80     12.401  2.20     15.157
Self Wt.       :      -2.828  1.85     -5.231  2.40     -6.786
Deck + Haunch  :                       -2.751  2.30     -6.328
DL-Prec. (DC)  :                       -0.562  3.00     -1.685
Diaphragm      :                       -0.012  3.00     -0.036
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.408  3.00     -1.223
DL-Comp. (DW)  :                       -0.220  3.00     -0.661
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 57.50 ft
Prestress      :       7.200  1.80     12.960  2.20     15.840
Self Wt.       :      -2.969  1.85     -5.493  2.40     -7.126
Deck + Haunch  :                       -2.892  2.30     -6.652
DL-Prec. (DC)  :                       -0.590  3.00     -1.771
Diaphragm      :                       -0.013  3.00     -0.038
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.428  3.00     -1.285
DL-Comp. (DW)  :                       -0.232  3.00     -0.695
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 69.13 ft
Prestress      :       6.889  1.80     12.401  2.20     15.157
Self Wt.       :      -2.828  1.85     -5.231  2.40     -6.786
Deck + Haunch  :                       -2.751  2.30     -6.328
DL-Prec. (DC)  :                       -0.562  3.00     -1.685
Diaphragm      :                       -0.012  3.00     -0.036
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.408  3.00     -1.223
DL-Comp. (DW)  :                       -0.220  3.00     -0.661
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 80.77 ft
Prestress      :       6.026  1.80     10.846  2.20     13.256
Self Wt.       :      -2.431  1.85     -4.496  2.40     -5.833
Deck + Haunch  :                       -2.355  2.30     -5.417
DL-Prec. (DC)  :                       -0.481  3.00     -1.442
Diaphragm      :                       -0.010  3.00     -0.030
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.348  3.00     -1.044
DL-Comp. (DW)  :                       -0.188  3.00     -0.565
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 92.40 ft
Prestress      :       4.595  1.80      8.271  2.20     10.108
Self Wt.       :      -1.797  1.85     -3.325  2.40     -4.314
Deck + Haunch  :                       -1.725  2.30     -3.967
DL-Prec. (DC)  :                       -0.352  3.00     -1.056
Diaphragm      :                       -0.007  3.00     -0.022
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.254  3.00     -0.762
DL-Comp. (DW)  :                       -0.137  3.00     -0.412
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 104.03 ft
Prestress      :       2.564  1.80      4.616  2.20      5.642
Self Wt.       :      -0.960  1.85     -1.777  2.40     -2.305
Deck + Haunch  :                       -0.894  2.30     -2.056
DL-Prec. (DC)  :                       -0.182  3.00     -0.547
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.131  3.00     -0.394
DL-Comp. (DW)  :                       -0.071  3.00     -0.213
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
   749.2    42.3  6.861  259.6    5.8   4.84   5923.0  0.023T 1.00       -       -     -     -  
H/2     :   2.22
   712.7    42.3  6.596  260.0    5.6   4.66   5712.1  0.024T 1.00       -       -     -     -  
0.1L    :  10.97
  3241.4    43.8 10.737  254.5    9.0   7.42   9128.3  0.014T 1.00       -       -     -     -  
0.2L    :  22.60
  5907.5    45.8 10.850  255.0    9.1   7.52   9691.5  0.014T 1.00   6897.3  6897.3    1.41    -  
0.3L    :  34.23
  7779.2    47.6 10.850  255.6    9.1   7.53  10132.6  0.014T 1.00   7086.7  7086.7    1.43    -  
0.4L    :  45.87
  8898.9    48.5 10.850  255.8    9.1   7.54  10353.4  0.014T 1.00   7156.2  7156.2    1.45    -  
0.5L    :  57.50
  9242.2    48.5 10.850  255.8    9.1   7.54  10353.4  0.014T 1.00   7098.5  7098.5    1.46    -  
0.6L    :  69.13
  8898.9    48.5 10.850  255.8    9.1   7.54  10353.4  0.014T 1.00   7156.2  7156.2    1.45    -  
0.7L    :  80.77
  7779.2    47.6 10.850  255.6    9.1   7.53  10132.6  0.014T 1.00   7086.7  7086.7    1.43    -  
0.8L    :  92.40
  5907.5    45.8 10.850  255.0    9.1   7.52   9691.5  0.014T 1.00   6897.3  6897.3    1.41    -  
0.9L    : 104.03
  3241.4    43.8 10.737  254.5    9.0   7.42   9128.3  0.014T 1.00   6836.8  4311.0    1.34    -  
H/2     : 112.78
   712.7    42.3  6.596  260.0    5.6   4.66   5712.1  0.024T 1.00       -       -     -     -  
Transfer: 112.67
   749.2    42.3  6.861  259.6    5.8   4.84   5923.0  0.023T 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 1-25; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.106    0.474
        M   2.00 Fb     0.123   -0.173
 
  2   2 E  42.00 Ft     0.447    0.760
        M  10.00 Fb     0.056   -0.195
 
  3   2 E  40.00 Ft     0.764    1.024
        M   8.00 Fb     0.007   -0.199
 
  4   2 E  38.00 Ft     1.059    1.265
        M   6.00 Fb    -0.022   -0.185
 
  5   2 E  36.00 Ft     1.330    1.482
        M   4.00 Fb    -0.033   -0.152
 
  6   2 E  34.00 Ft     1.579    1.677
        M   2.00 Fb    -0.026   -0.101
 
  7   2 E   8.00 Ft     1.554    1.653
        M   8.00 Fb     0.203    0.125
 
  8   2 E   8.00 Ft     1.529    1.630
        M   8.00 Fb     0.431    0.351
 
  9   2 E   6.00 Ft     1.481    1.583
        M   6.00 Fb     0.679    0.595
 
 10   2 E   6.00 Ft     1.433    1.536
        M   6.00 Fb     0.926    0.840
 
 11   2 E   6.00 Ft     1.385    1.490
        M   6.00 Fb     1.174    1.084
 
 12   2 E   6.00 Ft     1.337    1.443
        M   6.00 Fb     1.421    1.329
 
 13   2 E   6.00 Ft     1.289    1.397
        M   6.00 Fb     1.668    1.573
 
 14   2 E   6.00 Ft     1.241    1.350
        M   6.00 Fb     1.916    1.818
 
 15   2 E   4.00 Ft     1.170    1.281
        M   4.00 Fb     2.182    2.081
 
 16   2 E   4.00 Ft     1.170    1.211
        M   4.00 Fb     2.182    2.345
 
 17   2 E   4.00 Ft     1.099    1.141
        M   4.00 Fb     2.448    2.608
 
 18   2 E   4.00 Ft     1.028    1.071
        M   4.00 Fb     2.714    2.871
 
 19   2 E   4.00 Ft     0.957    1.002
        M   4.00 Fb     2.980    3.134
 
 20   2 E   4.00 Ft     0.886    0.932
        M   4.00 Fb     3.246    3.397
 
 21   2 E   2.00 Ft     0.792    0.840
        M   2.00 Fb     3.531    3.679
 
 22   2 E   2.00 Ft     0.698    0.747
        M   2.00 Fb     3.815    3.960
 
 23   2 E   2.00 Ft     0.604    0.654
        M   2.00 Fb     4.100    4.241
 
 24   2 E   2.00 Ft     0.509    0.562
        M   2.00 Fb     4.385    4.523
 
 25   2 E   2.00 Ft     0.415    0.468
        M   2.00 Fb     4.671    4.806
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 116.33            Release Length, ft: 116.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  50
No. of strands, Draped:  10           No. of strands, Straight:  40
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.5 ksi  f'ct   4.5 ksi
Initial losses: 10.26 %               Final losses: 15.15 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.790     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.415       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 10353.36     9242.23     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      16.67 %               OK
      Max. Debond Total                    25.00 %       4.00 %               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:   2.700   1.377     Midspan    2.025   0.299     Midspan
    Pre.Top:   5.700   4.309     Midspan    4.275   3.491     Midspan
    Pre.Bot:   5.700   3.618    Transfer    4.275   3.811    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.403  -0.000     Bearing
    Pre.Top:  -0.586   0.064     Bearing
    Pre.Bot:  -0.586  -0.566     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.800   2.480     Midspan
    Pre.Bot:                                                             3.800   1.718    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  57.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.200  1.80     12.960  2.20     15.840
Self Wt.       :      -2.969  1.85     -5.493  2.40     -7.126
Deck + Haunch  :                       -2.892  2.30     -6.652
DL-Prec. (DC)  :                       -0.590  3.00     -1.771
Diaphragm      :                       -0.013  3.00     -0.038
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.428  3.00     -1.285
DL-Comp. (DW)  :                       -0.232  3.00     -0.695
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       =  43.17 ft
Type      : I-Girder                            Curb-to-curb       =  40.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.04/  9.04 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  = 108.480 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  115.00
     DC  Line       0.085      0.00       0.085  115.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    57.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 116.330 ft
Release length = 116.330 ft
Design  length = 115.000 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)  : 0.682   (Calculated)    
Live Moment (1  lane  loaded)  : 0.466   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.176   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.945   (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           1362.1 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           460034 in4#
Ht. of c.g.           =        20.74 in             34.79 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1614.1 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 = 0.7815

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    10.97    22.60    34.23    45.87    57.50
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    702.0    737.9    736.1    739.9    739.9    739.9    739.9    739.9
  Yb      ,  in    20.60    20.13    20.15    20.00    19.88    19.76    19.70    19.70
  MI(Ixx) , in4   179868   183139   182971   184863   186894   189225   190504   190504
Composite: (At Final, using Ec =  5675.6 ksi )
  Area    , in2   1371.4   1404.0   1402.3   1405.7   1405.7   1405.7   1405.7   1405.7
  Yb      ,  in    34.63    34.08    34.11    34.00    33.94    33.89    33.86    33.86
  MI(Ixx) , in4   465121   483184   482277   487531   491614   495979   498267   498267

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.50 ksi           4.50 ksi
  Elasticity         =    5675.61 ksi        4435.31 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.70 ksi           2.70 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.28 ksi           2.03 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.80 ksi           1.80 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.59 ksi          -0.40 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  50 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 40.72 ft from member end )
END PATTERN (Ycg = 11.12 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     4 @  8.000 in
     2 @ 34.000 in     2 @ 36.000 in     2 @ 38.000 in     2 @ 40.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.72 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     4 @  8.000 in

SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
16      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
25      2     2.00 in  2.00 in   0.00 ft    0.00 ft   5.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.1 ksi
Total Strand Area     =   10.85 in2      Initial Pull          =     2127.8 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.615 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.519 ft
Holddown Force        =  27.800 kips     Beam Shrtng (PL/AE)   =      0.769 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)       
--------------------------------------------------------------------------------------
      5818.244         740 4305.500     20.699 83830.484  1166.784     736.361        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.25       0.1250      1.2500     No
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.5000      2.9167    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.9167      4.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.9167     14.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     23.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      23.6667     31.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      31.1667     85.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      85.1634     92.6634    Yes
      2      US#5[M16]       60.00        0.62      12.00      92.6634    101.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00     101.6634    111.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00     111.4134    113.4134    Yes
      2      US#6[M19]       60.00        0.88       5.00     113.4134    113.8301    Yes
      2      US#6[M19]       60.00        0.88       3.00     113.8301    115.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     115.0801    116.2051     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 116.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 10.8500 in2       Ycg =  4.72 in
         P_init    =     2127.8 kips  Ecc = 16.02 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.11 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.705 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -8.00 ksi    0.00 ksi
    due to Composite Loads                                 -2.66 ksi    0.00 ksi
    due to Live Loads                                      -6.61 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                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.09 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.11 ksi  (10.26 %)            10.28 ksi ( 5.24 %)
Total Prestress Losses                                    30.39 ksi (15.50 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 165.7 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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0    94.8    90.2   411.1   752.4   996.2  1142.5  1191.3
(Max)       V      41.4    39.8    39.8    33.5    25.1    16.8     8.4     0.0
DL-Prec.  : M       0.0    15.8    15.0    68.3   125.0   165.6   189.9   198.0
DC(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     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   117.5   111.8   509.7   932.9  1235.2  1416.5  1477.0
Haunch (Max)V      51.4    49.3    49.4    41.6    31.2    20.8    10.4     0.0
Diaphragm : M       0.0     0.6     0.6     2.7     5.7     8.6    11.5    14.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    38.9    37.0   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.4    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.0    20.0    91.3   167.1   221.2   253.7   264.5
DW(Max)     V       9.2     8.8     8.8     7.4     5.6     3.7     1.9     0.0
LL + I    : M+      0.0   193.5   184.1   835.2  1516.1  1986.2  2266.2  2344.2
            V     146.7   142.5   142.8   127.2   107.2    87.2    59.2    39.2
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   146.7   142.6   142.8   127.2   108.6    90.9    74.0    58.0
            M      -0.0   191.0   181.7   809.2  1423.5  1803.8  1967.8  1932.8
Total     : M+      0.0   482.1   458.6  2087.3  3808.3  5022.1  5749.5  5978.6
            V     272.9   263.6   264.1   229.3   183.9   138.4    84.9    39.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   272.9   263.6   264.1   229.4   185.3   142.1    99.7    58.2
            M      -0.0   479.6   456.2  2061.2  3715.6  4839.8  5451.1  5567.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.78  112.67  115.00
Self wt.  : M    1142.5   996.2   752.4   411.1    90.2    94.8     0.0
(Max)       V       8.4    16.8    25.1    33.5    39.8    39.8    41.4
DL-Prec.  : M     189.9   165.6   125.0    68.3    15.0    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
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    1416.5  1235.2   932.9   509.7   111.8   117.5     0.0
Haunch (Max)V      10.4    20.8    31.2    41.6    49.4    49.3    51.4
Diaphragm : M      11.5     8.6     5.7     2.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     469.3   409.2   309.1   168.9    37.0    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.4    16.3    17.0
DL-Comp   : M     253.7   221.2   167.1    91.3    20.0    21.0     0.0
DW(Max)     V       1.9     3.7     5.6     7.4     8.8     8.8     9.2
LL + I    : M+   2266.2  1986.2  1516.1   835.2   184.1   193.5     0.0
            V      59.2    87.2   107.2   127.2   142.8   142.5   146.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    74.0    90.9   108.6   127.2   142.8   142.6   146.7
            M    1967.8  1803.8  1423.5   809.2   181.7   191.0    -0.0
Total     : M+   5749.5  5022.1  3808.3  2087.3   458.6   482.1     0.0
            V      84.9   138.4   183.9   229.3   264.1   263.6   272.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    99.7   142.1   185.3   229.4   264.1   263.6   272.9
            M    5451.1  4839.8  3715.6  2061.2   456.2   479.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.4             41.4
Deck+Haunch            51.4             51.4
Diaphragm               0.2              0.3
DL-Prec.(DC)            6.9              6.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           85.1             85.1
DL-Comp.(DW)           46.0             46.0
Live                  103.0            103.0
        Truck          66.2             66.2
        Lane           36.8             36.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0    94.8    90.2   411.1   752.4   996.2  1142.5  1191.3
(Max)       V      41.4    39.8    39.8    33.5    25.1    16.8     8.4     0.0
DL-Prec.  : M       0.0    15.8    15.0    68.3   125.0   165.6   189.9   198.0
DC(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     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   117.5   111.8   509.7   932.9  1235.2  1416.5  1477.0
Haunch (Max)V      51.4    49.3    49.4    41.6    31.2    20.8    10.4     0.0
Diaphragm : M       0.0     0.6     0.6     2.7     5.7     8.6    11.5    14.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    38.9    37.0   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.4    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.0    20.0    91.3   167.1   221.2   253.7   264.5
DW(Max)     V       9.2     8.8     8.8     7.4     5.6     3.7     1.9     0.0
LL + I    : M+      0.0   154.8   147.3   668.2  1212.9  1588.9  1812.9  1875.4
            V     117.4   114.0   114.2   101.8    85.7    69.7    47.4    31.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   117.4   114.0   114.2   101.8    86.9    72.7    59.2    46.4
            M      -0.0   152.8   145.4   647.3  1138.8  1443.1  1574.2  1546.2
Total     : M+      0.0   443.4   421.8  1920.2  3505.1  4624.9  5296.3  5509.8
            V     243.5   235.1   235.5   203.9   162.4   120.9    73.1    31.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   243.5   235.1   235.5   203.9   163.6   123.9    84.9    46.6
            M      -0.0   441.4   419.9  1899.4  3430.9  4479.0  5057.6  5180.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.78  112.67  115.00
Self wt.  : M    1142.5   996.2   752.4   411.1    90.2    94.8     0.0
(Max)       V       8.4    16.8    25.1    33.5    39.8    39.8    41.4
DL-Prec.  : M     189.9   165.6   125.0    68.3    15.0    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
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    1416.5  1235.2   932.9   509.7   111.8   117.5     0.0
Haunch (Max)V      10.4    20.8    31.2    41.6    49.4    49.3    51.4
Diaphragm : M      11.5     8.6     5.7     2.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     469.3   409.2   309.1   168.9    37.0    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.4    16.3    17.0
DL-Comp   : M     253.7   221.2   167.1    91.3    20.0    21.0     0.0
DW(Max)     V       1.9     3.7     5.6     7.4     8.8     8.8     9.2
LL + I    : M+   1812.9  1588.9  1212.9   668.2   147.3   154.8     0.0
            V      47.4    69.7    85.7   101.8   114.2   114.0   117.4
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    59.2    72.7    86.9   101.8   114.2   114.0   117.4
            M    1574.2  1443.1  1138.8   647.3   145.4   152.8    -0.0
Total     : M+   5296.3  4624.9  3505.1  1920.2   421.8   443.4     0.0
            V      73.1   120.9   162.4   203.9   235.5   235.1   243.5
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    84.9   123.9   163.6   203.9   235.5   235.1   243.5
            M    5057.6  4479.0  3430.9  1899.4   419.9   441.4    -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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   118.5   112.7   513.9   940.6  1245.3  1428.2  1489.1
(Max)       V      51.8    49.7    49.8    41.9    31.4    21.0    10.5     0.0
Self wt.  : M       0.0    85.3    81.1   370.0   677.2   896.6  1028.3  1072.2
(Min)       V      37.3    35.8    35.9    30.2    22.6    15.1     7.5     0.0
DL-Prec.  : M       0.0    19.7    18.7    85.4   156.3   206.9   237.3   247.5
DC(Max)     V       8.6     8.3     8.3     7.0     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0    14.2    13.5    61.5   112.5   149.0   170.9   178.2
DC(Min)     V       6.2     5.9     6.0     5.0     3.8     2.5     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   146.9   139.7   637.2  1166.1  1544.0  1770.7  1846.2
Haunch (Max)V      64.2    61.6    61.7    52.0    39.0    26.0    13.0     0.0
Deck +    : M       0.0   105.8   100.6   458.8   839.6  1111.7  1274.9  1329.3
Haunch (Min)V      46.2    44.4    44.5    37.4    28.1    18.7     9.4     0.0
Diaphragm : M       0.0     0.7     0.7     3.4     7.1    10.7    14.3    18.0
(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     2.5     5.1     7.7    10.3    12.9
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    48.7    46.3   211.1   386.3   511.5   586.6   611.7
DC(Max)     V      21.3    20.4    20.5    17.2    12.9     8.6     4.3     0.0
DL-Comp   : M       0.0    35.0    33.3   152.0   278.2   368.3   422.4   440.4
DC(Min)     V      15.3    14.7    14.7    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    31.6    30.0   136.9   250.6   331.8   380.5   396.7
DW(Max)     V      13.8    13.2    13.3    11.2     8.4     5.6     2.8     0.0
DL-Comp   : M       0.0    13.7    13.0    59.3   108.6   143.8   164.9   171.9
DW(Min)     V       6.0     5.7     5.7     4.8     3.6     2.4     1.2     0.0
LL + I    : M+      0.0   338.7   322.1  1461.6  2653.3  3475.8  3965.8  4102.4
            V     256.7   249.5   249.8   222.6   187.6   152.5   103.6    68.6
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   256.7   249.5   249.8   222.6   190.1   159.0   129.5   101.4
            M      -0.0   334.2   318.0  1416.0  2491.1  3156.7  3443.6  3382.4
Total     : M+      0.0   704.7   670.3  3049.5  5560.2  7326.0  8383.4  8711.5
            V     416.7   403.0   403.7   352.1   284.8   217.5   136.3    68.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   416.7   403.0   403.7   352.2   287.3   223.9   162.1   101.8
            M      -0.0   700.2   666.2  3003.9  5398.0  7006.9  7861.2  7991.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.78  112.67  115.00
Self wt.  : M    1428.2  1245.3   940.6   513.9   112.7   118.5     0.0
(Max)       V      10.5    21.0    31.4    41.9    49.8    49.7    51.8
Self wt.  : M    1028.3   896.6   677.2   370.0    81.1    85.3     0.0
(Min)       V       7.5    15.1    22.6    30.2    35.9    35.8    37.3
DL-Prec.  : M     237.3   206.9   156.3    85.4    18.7    19.7     0.0
DC(Max)     V       1.7     3.5     5.2     7.0     8.3     8.3     8.6
DL-Prec.  : M     170.9   149.0   112.5    61.5    13.5    14.2     0.0
DC(Min)     V       1.3     2.5     3.8     5.0     6.0     5.9     6.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1770.7  1544.0  1166.1   637.2   139.7   146.9     0.0
Haunch (Max)V      13.0    26.0    39.0    52.0    61.7    61.6    64.2
Deck +    : M    1274.9  1111.7   839.6   458.8   100.6   105.8     0.0
Haunch (Min)V       9.4    18.7    28.1    37.4    44.5    44.4    46.2
Diaphragm : M      14.3    10.7     7.1     3.4     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      10.3     7.7     5.1     2.5     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     586.6   511.5   386.3   211.1    46.3    48.7     0.0
DC(Max)     V       4.3     8.6    12.9    17.2    20.5    20.4    21.3
DL-Comp   : M     422.4   368.3   278.2   152.0    33.3    35.0     0.0
DC(Min)     V       3.1     6.2     9.3    12.4    14.7    14.7    15.3
DL-Comp   : M     380.5   331.8   250.6   136.9    30.0    31.6     0.0
DW(Max)     V       2.8     5.6     8.4    11.2    13.3    13.2    13.8
DL-Comp   : M     164.9   143.8   108.6    59.3    13.0    13.7     0.0
DW(Min)     V       1.2     2.4     3.6     4.8     5.7     5.7     6.0
LL + I    : M+   3965.8  3475.8  2653.3  1461.6   322.1   338.7     0.0
            V     103.6   152.5   187.6   222.6   249.8   249.5   256.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   129.5   159.0   190.1   222.6   249.8   249.5   256.7
            M    3443.6  3156.7  2491.1  1416.0   318.0   334.2    -0.0
Total     : M+   8383.4  7326.0  5560.2  3049.5   670.3   704.7     0.0
            V     136.3   217.5   284.8   352.1   403.7   403.0   416.7
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   162.1   223.9   287.3   352.2   403.7   403.0   416.7
            M    7861.2  7006.9  5398.0  3003.9   666.2   700.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               51.8             51.8
Deck+Haunch            64.2             64.2
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.6              8.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          106.4            106.4
DL-Comp.(DW)           69.0             69.0
Live                  180.2            180.2
        Truck         115.8            115.8
        Lane           64.4             64.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0    94.8    90.2   411.1   752.4   996.2  1142.5  1191.3
(Max)       V      41.4    39.8    39.8    33.5    25.1    16.8     8.4     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    15.8    15.0    68.3   125.0   165.6   189.9   198.0
DC(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     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   117.5   111.8   509.7   932.9  1235.2  1416.5  1477.0
Haunch (Max)V      51.4    49.3    49.4    41.6    31.2    20.8    10.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.7     5.7     8.6    11.5    14.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    38.9    37.0   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.4    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    21.0    20.0    91.3   167.1   221.2   253.7   264.5
DW(Max)     V       9.2     8.8     8.8     7.4     5.6     3.7     1.9     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   128.6   122.4   549.2   979.1  1278.4  1437.1  1438.7
            V     115.2   112.3   112.4   101.5    87.8    66.6    52.9    39.2
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   115.2   112.3   112.4   101.5    87.8    74.1    60.4    46.8
            M       0.0   128.6   122.4   549.2   979.1  1251.9  1367.6  1326.1
Total     : M+      0.0   417.2   396.9  1801.3  3271.3  4314.3  4920.4  5073.1
            V     241.4   233.3   233.7   203.7   164.5   117.8    78.6    39.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   241.4   233.3   233.7   203.7   164.5   125.3    86.2    47.0
            M       0.0   417.2   396.9  1801.3  3271.3  4287.8  4850.9  4960.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.78  112.67  115.00
Self wt.  : M    1142.5   996.2   752.4   411.1    90.2    94.8     0.0
(Max)       V       8.4    16.8    25.1    33.5    39.8    39.8    41.4
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     189.9   165.6   125.0    68.3    15.0    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
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    1416.5  1235.2   932.9   509.7   111.8   117.5     0.0
Haunch (Max)V      10.4    20.8    31.2    41.6    49.4    49.3    51.4
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      11.5     8.6     5.7     2.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     469.3   409.2   309.1   168.9    37.0    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.4    16.3    17.0
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     253.7   221.2   167.1    91.3    20.0    21.0     0.0
DW(Max)     V       1.9     3.7     5.6     7.4     8.8     8.8     9.2
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+   1437.1  1278.4   979.1   549.2   122.4   128.6     0.0
            V      52.9    66.6    87.8   101.5   112.4   112.3   115.2
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    60.4    74.1    87.8   101.5   112.4   112.3   115.2
            M    1367.6  1251.9   979.1   549.2   122.4   128.6     0.0
Total     : M+   4920.4  4314.3  3271.3  1801.3   396.9   417.2     0.0
            V      78.6   117.8   164.5   203.7   233.7   233.3   241.4
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    86.2   125.3   164.5   203.7   233.7   233.3   241.4
            M    4850.9  4287.8  3271.3  1801.3   396.9   417.2     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   11.63   23.27   34.90   46.53   58.17   40.72
 
Beam-Self
Precast-top    0.200   0.712   1.258   1.639   1.865   1.943   1.771 
Bottom        -0.162  -0.570  -0.996  -1.283  -1.452  -1.513  -1.382 
 
Prestress
Precast-top    0.215  -0.206  -0.675  -1.133  -1.357  -1.357  -1.357 
Bottom         4.833   5.340   5.686   6.014   6.172   6.172   6.172 
 
Total
Precast-top    0.415   0.507   0.583   0.506   0.508   0.585   0.413 
Bottom         4.671   4.771   4.690   4.731   4.720   4.659   4.790 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.05 %)
             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   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.022   0.021   0.096   0.175   0.231   0.264   0.275 
Precast-top    0.064   0.574   0.552   1.504   2.477   3.046   3.427   3.627 
Bottom         0.969   3.802   3.667   3.085   2.175   1.638   1.290   1.116 
 

 
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   11.63   23.27   34.90   46.53   58.17   40.72
 
Beam-Self
Precast-top    0.200   0.712   1.258   1.639   1.865   1.943   1.771 
Bottom        -0.162  -0.570  -0.996  -1.283  -1.452  -1.513  -1.382 
 
Prestress
Precast-top    0.215  -0.206  -0.675  -1.133  -1.357  -1.357  -1.357 
Bottom         4.833   5.340   5.686   6.014   6.172   6.172   6.172 
 
Total
Precast-top    0.415   0.507   0.583   0.506   0.508   0.585   0.413 
Bottom         4.671   4.771   4.690   4.731   4.720   4.659   4.790 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.05 %)
             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   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22   10.97   22.60   34.23   45.87   57.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.059   0.056   0.252   0.448   0.583   0.656   0.663 
Precast-top    0.032   0.322   0.309   0.901   1.503   1.867   2.099   2.199 
Bottom         0.484   1.792   1.730   1.083   0.276  -0.229  -0.527  -0.615 
 

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
    416.7    6.5   48.8    1.197   5.3   6.00e-3 50.0    431.0     2.125    4.693      0.00
      0.0    1.0   48.3     41.9 0.153      26.7 0.87    12.00     0.127    1.623 
Transfer:   3.00
    403.0    6.5   48.8    5.401  23.9  -0.07e-3 28.8    274.6     0.646    1.760      0.00
    700.2    4.3   46.7    189.0 0.147     149.2 5.05    12.00     0.127    1.663 
Critical:   4.54
    393.8    6.5   48.8    5.917  23.9  -0.09e-3 28.7    261.7     0.616    1.760      0.00
   1114.6    4.7   46.5    189.0 0.144     152.0 5.16    12.00     0.127    1.694 
0.1L    :  11.63
    352.2    6.5   47.9    9.076  23.9  -0.14e-3 28.5    216.1     0.527    0.827      0.00
   3003.9    6.6   44.6    189.0 0.134     151.4 5.36    12.00     0.127    1.314 
0.2L    :  23.27
    287.3    6.5   45.8   10.850  23.9  -0.06e-3 28.8    160.0     0.414    0.620      0.00
   5398.0    6.7   42.4    189.0 0.113     135.3 5.04    24.00     0.127    1.249 
0.3L    :  34.90
    223.9    6.5   47.6   10.850  23.9   0.16e-3 29.6    104.8     0.269    0.413      0.00
   7006.9    6.7   44.3    189.0 0.082     120.1 4.29    24.00     0.127    1.227 
0.4L    :  46.53
    162.1    6.5   48.5   10.850   0.0   0.65e-3 31.3     87.7     0.236    0.413      0.00
   7861.2    6.7   45.2    189.0 0.065      92.4 3.23    24.00     0.127    1.367 
0.5L    :  58.17
    101.8    6.5   48.5   10.850   0.0   0.56e-3 31.0     16.6     0.127    0.413      0.00
   7991.6    6.7   45.2    189.0 0.041      96.5 3.37    24.00     0.127    2.229 
0.6L    :  69.80
    162.1    6.5   48.5   10.850   0.0   0.65e-3 31.3     87.7     0.236    0.413      0.00
   7861.2    6.7   45.2    189.0 0.065      92.4 3.23    24.00     0.127    1.367 
0.7L    :  81.43
    223.9    6.5   47.6   10.850  23.9   0.16e-3 29.6    104.8     0.269    0.413      0.00
   7006.9    6.7   44.3    189.0 0.082     120.1 4.29    24.00     0.127    1.227 
0.8L    :  93.06
    287.3    6.5   45.8   10.850  23.9  -0.06e-3 28.8    160.0     0.414    0.620      0.00
   5398.0    6.7   42.4    189.0 0.113     135.3 5.04    24.00     0.127    1.249 
0.9L    : 104.70
    352.2    6.5   47.9    9.076  23.9  -0.14e-3 28.5    216.1     0.527    0.827      0.00
   3003.9    6.6   44.6    189.0 0.134     151.4 5.36    12.00     0.127    1.314 
Critical: 111.79
    393.8    6.5   48.8    5.917  23.9  -0.09e-3 28.7    261.7     0.616    1.760      0.00
   1114.6    4.7   46.5    189.0 0.144     152.0 5.16    12.00     0.127    1.694 
Transfer: 113.33
    403.0    6.5   48.8    5.401  23.9  -0.07e-3 28.8    274.6     0.646    1.760      0.00
    700.2    4.3   46.7    189.0 0.147     149.2 5.05    12.00     0.127    1.663 
Bearing : 115.67
    416.7    6.5   48.8    1.197   5.3   6.00e-3 50.0    431.0     2.125    4.693      0.00
      0.0    1.0   48.3     41.9 0.153      26.7 0.87    12.00     0.127    1.623 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 2042.21
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    4.08
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 2
(Beam and Slab effects are INCLUDED in Vu).
Computed Interface width considered to be engaged in shear transfer, bvi = 34.00(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
    416.7      9.58     48.83    0.98       48.34    24.00      0.340      2.343      0.012      0.000*
Transfer:      2.33
    403.0      9.59     48.83    4.29       46.69    24.00      0.340      2.347      0.014      1.760 
Critical:      3.87
    393.9      9.42     48.83    4.71       46.47    24.00      0.340      2.290      0.000      1.760 
0.1L    :     10.97
    352.2      8.78     47.88    6.63       44.56    24.00      0.340      2.077      0.000      0.827 
0.2L    :     22.60
    287.3      7.52     45.79    6.71       42.43    24.00      0.340      1.658      0.000      0.620 
0.3L    :     34.23
    223.9      5.62     47.62    6.72       44.25    24.00      0.340      1.024      0.000      0.413 
0.4L    :     45.87
    162.1      3.99     48.53    6.73       45.17    24.00      0.340      0.479      0.000      0.413 
0.5L    :     57.50
    101.8      2.50     48.53    6.73       45.17    24.00      0.340      0.000      0.000      0.413 
0.6L    :     69.13
    162.1      3.99     48.53    6.73       45.17    24.00      0.340      0.479      0.000      0.413 
0.7L    :     80.77
    223.9      5.62     47.62    6.72       44.25    24.00      0.340      1.024      0.000      0.413 
0.8L    :     92.40
    287.3      7.52     45.79    6.71       42.43    24.00      0.340      1.658      0.000      0.620 
0.9L    :    104.03
    352.2      8.78     47.88    6.63       44.56    24.00      0.340      2.077      0.000      0.827 
Critical:    111.13
    393.9      9.42     48.83    4.71       46.47    24.00      0.340      2.290      0.000      1.760 
Transfer:    112.67
    403.0      9.59     48.83    4.29       46.69    24.00      0.340      2.347      0.014      1.760 
Bearing :    115.00
    416.7      9.58     48.83    0.98       48.34    24.00      0.340      2.343      0.012      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.97 ft
Prestress      :       2.564  1.80      4.616  2.20      5.642
Self Wt.       :      -0.960  1.85     -1.777  2.40     -2.305
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.604            2.839            3.337
 
At 0.2 x L = 22.60 ft
Prestress      :       4.595  1.80      8.271  2.20     10.108
Self Wt.       :      -1.797  1.85     -3.325  2.40     -4.314
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.797            4.945            5.795
 
At 0.3 x L = 34.23 ft
Prestress      :       6.026  1.80     10.846  2.20     13.256
Self Wt.       :      -2.431  1.85     -4.496  2.40     -5.833
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          :       3.595            6.350            7.423
 
At 0.4 x L = 45.87 ft
Prestress      :       6.889  1.80     12.401  2.20     15.157
Self Wt.       :      -2.828  1.85     -5.231  2.40     -6.786
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          :       4.062            7.170            8.371
 
At 0.5 x L = 57.50 ft
Prestress      :       7.200  1.80     12.960  2.20     15.840
Self Wt.       :      -2.969  1.85     -5.493  2.40     -7.126
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          :       4.231            7.467            8.714
 
At 0.6 x L = 69.13 ft
Prestress      :       6.889  1.80     12.401  2.20     15.157
Self Wt.       :      -2.828  1.85     -5.231  2.40     -6.786
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          :       4.062            7.170            8.371
 
At 0.7 x L = 80.77 ft
Prestress      :       6.026  1.80     10.846  2.20     13.256
Self Wt.       :      -2.431  1.85     -4.496  2.40     -5.833
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          :       3.595            6.350            7.423
 
At 0.8 x L = 92.40 ft
Prestress      :       4.595  1.80      8.271  2.20     10.108
Self Wt.       :      -1.797  1.85     -3.325  2.40     -4.314
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.797            4.945            5.795
 
At 0.9 x L = 104.03 ft
Prestress      :       2.564  1.80      4.616  2.20      5.642
Self Wt.       :      -0.960  1.85     -1.777  2.40     -2.305
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.604            2.839            3.337
 

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
   704.7    42.3  6.821  260.8    5.2   4.29   5955.8  0.027T 1.00       -       -     -     -  
H/2     :   2.22
   670.3    42.3  6.556  261.1    5.0   4.13   5741.3  0.028T 1.00       -       -     -     -  
0.1L    :  10.97
  3049.5    43.8 10.736  256.2    8.0   6.63   9277.3  0.016T 1.00       -       -     -     -  
0.2L    :  22.60
  5560.2    45.8 10.850  256.6    8.1   6.71   9846.0  0.016T 1.00    447.1   447.1   22.02    -  
0.3L    :  34.23
  7326.0    47.6 10.850  257.1    8.1   6.72  10288.2  0.016T 1.00    172.7   172.7   59.59    -  
0.4L    :  45.87
  8383.4    48.5 10.850  257.3    8.1   6.73  10509.4  0.016T 1.00     11.1    11.1  943.37    -  
0.5L    :  57.50
  8711.5    48.5 10.850  257.3    8.1   6.73  10509.4  0.016T 1.00    -51.6   -51.6 -203.70  1.21*
0.6L    :  69.13
  8383.4    48.5 10.850  257.3    8.1   6.73  10509.4  0.016T 1.00     11.1    11.1  943.36    -  
0.7L    :  80.77
  7326.0    47.6 10.850  257.1    8.1   6.72  10288.2  0.016T 1.00    172.7   172.7   59.59    -  
0.8L    :  92.40
  5560.2    45.8 10.850  256.6    8.1   6.71   9846.0  0.016T 1.00    447.1   447.1   22.02    -  
0.9L    : 104.03
  3049.5    43.8 10.736  256.2    8.0   6.63   9277.3  0.016T 1.00    867.7   867.7   10.69    -  
H/2     : 112.78
   670.3    42.3  6.556  261.1    5.0   4.13   5741.3  0.028T 1.00       -       -     -     -  
Transfer: 112.67
   704.7    42.3  6.821  260.8    5.2   4.29   5955.8  0.027T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 2; Groups 1-25; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.106    0.474
        M   2.00 Fb     0.123   -0.173
 
  2   2 E  42.00 Ft     0.447    0.760
        M  10.00 Fb     0.056   -0.195
 
  3   2 E  40.00 Ft     0.764    1.024
        M   8.00 Fb     0.007   -0.199
 
  4   2 E  38.00 Ft     1.059    1.265
        M   6.00 Fb    -0.022   -0.185
 
  5   2 E  36.00 Ft     1.330    1.482
        M   4.00 Fb    -0.033   -0.152
 
  6   2 E  34.00 Ft     1.579    1.677
        M   2.00 Fb    -0.026   -0.101
 
  7   2 E   8.00 Ft     1.554    1.653
        M   8.00 Fb     0.203    0.125
 
  8   2 E   8.00 Ft     1.529    1.630
        M   8.00 Fb     0.431    0.351
 
  9   2 E   6.00 Ft     1.481    1.583
        M   6.00 Fb     0.679    0.595
 
 10   2 E   6.00 Ft     1.433    1.536
        M   6.00 Fb     0.926    0.840
 
 11   2 E   6.00 Ft     1.385    1.490
        M   6.00 Fb     1.174    1.084
 
 12   2 E   6.00 Ft     1.337    1.443
        M   6.00 Fb     1.421    1.329
 
 13   2 E   6.00 Ft     1.289    1.397
        M   6.00 Fb     1.668    1.573
 
 14   2 E   6.00 Ft     1.241    1.350
        M   6.00 Fb     1.916    1.818
 
 15   2 E   4.00 Ft     1.170    1.281
        M   4.00 Fb     2.182    2.081
 
 16   2 E   4.00 Ft     1.170    1.211
        M   4.00 Fb     2.182    2.345
 
 17   2 E   4.00 Ft     1.099    1.141
        M   4.00 Fb     2.448    2.608
 
 18   2 E   4.00 Ft     1.028    1.071
        M   4.00 Fb     2.714    2.871
 
 19   2 E   4.00 Ft     0.957    1.002
        M   4.00 Fb     2.980    3.134
 
 20   2 E   4.00 Ft     0.886    0.932
        M   4.00 Fb     3.246    3.397
 
 21   2 E   2.00 Ft     0.792    0.840
        M   2.00 Fb     3.531    3.679
 
 22   2 E   2.00 Ft     0.698    0.747
        M   2.00 Fb     3.815    3.960
 
 23   2 E   2.00 Ft     0.604    0.654
        M   2.00 Fb     4.100    4.241
 
 24   2 E   2.00 Ft     0.509    0.562
        M   2.00 Fb     4.385    4.523
 
 25   2 E   2.00 Ft     0.415    0.468
        M   2.00 Fb     4.671    4.806
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 116.33            Release Length, ft: 116.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  50
No. of strands, Draped:  10           No. of strands, Straight:  40
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.5 ksi  f'ct   4.5 ksi
Initial losses: 10.26 %               Final losses: 15.50 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.790     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.415       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 10509.42     8711.53     Midspan     OK
Note: Check minimum reinforcement criteria
(LRFD Art. 5.6.3.3) in Ultimate Moment detailed report.
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      16.67 %               OK
      Max. Debond Total                    25.00 %       4.00 %               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:   2.700  -0.000     Bearing    2.025   0.275     Midspan
    Pre.Top:   5.700  -0.000     Bearing    4.275   3.627     Midspan
    Pre.Bot:   5.700  -0.000     Bearing    4.275   3.802    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.403  -0.000     Bearing
    Pre.Top:  -0.586  -0.000     Bearing
    Pre.Bot:  -0.586  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.800   2.199     Midspan
    Pre.Bot:                                                             3.800   1.792    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  57.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.200  1.80     12.960  2.20     15.840
Self Wt.       :      -2.969  1.85     -5.493  2.40     -7.126
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          :       4.231            7.467            8.714
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  43.17 ft
Type      : I-Girder                            Curb-to-curb       =  40.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.04/  9.04 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  = 108.480 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  115.00
     DC  Line       0.085      0.00       0.085  115.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    57.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 116.330 ft
Release length = 116.330 ft
Design  length = 115.000 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)  : 0.682   (Calculated)    
Live Moment (1  lane  loaded)  : 0.466   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.176   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.945   (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           1362.1 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           460034 in4#
Ht. of c.g.           =        20.74 in             34.79 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1614.1 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 = 0.7815

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    10.97    22.60    34.23    45.87    57.50
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    702.0    737.9    736.1    739.9    739.9    739.9    739.9    739.9
  Yb      ,  in    20.60    20.13    20.15    20.00    19.88    19.76    19.70    19.70
  MI(Ixx) , in4   179868   183139   182971   184863   186894   189225   190504   190504
Composite: (At Final, using Ec =  5675.6 ksi )
  Area    , in2   1371.4   1404.0   1402.3   1405.7   1405.7   1405.7   1405.7   1405.7
  Yb      ,  in    34.63    34.08    34.11    34.00    33.94    33.89    33.86    33.86
  MI(Ixx) , in4   465121   483184   482277   487531   491614   495979   498267   498267

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.50 ksi           4.50 ksi
  Elasticity         =    5675.61 ksi        4435.31 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.70 ksi           2.70 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.28 ksi           2.03 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.80 ksi           1.80 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.59 ksi          -0.40 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  50 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 40.72 ft from member end )
END PATTERN (Ycg = 11.12 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     4 @  8.000 in
     2 @ 34.000 in     2 @ 36.000 in     2 @ 38.000 in     2 @ 40.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.72 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     4 @  8.000 in

SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
16      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
25      2     2.00 in  2.00 in   0.00 ft    0.00 ft   5.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.1 ksi
Total Strand Area     =   10.85 in2      Initial Pull          =     2127.8 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.615 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.519 ft
Holddown Force        =  27.800 kips     Beam Shrtng (PL/AE)   =      0.769 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)       
--------------------------------------------------------------------------------------
      5818.244         740 4305.500     20.699 83830.484  1166.784     736.361        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.25       0.1250      1.2500     No
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.5000      2.9167    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.9167      4.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.9167     14.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     23.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      23.6667     31.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      31.1667     85.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      85.1634     92.6634    Yes
      2      US#5[M16]       60.00        0.62      12.00      92.6634    101.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00     101.6634    111.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00     111.4134    113.4134    Yes
      2      US#6[M19]       60.00        0.88       5.00     113.4134    113.8301    Yes
      2      US#6[M19]       60.00        0.88       3.00     113.8301    115.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     115.0801    116.2051     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 116.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 10.8500 in2       Ycg =  4.72 in
         P_init    =     2127.8 kips  Ecc = 16.02 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.11 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.705 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -8.00 ksi    0.00 ksi
    due to Composite Loads                                 -2.66 ksi    0.00 ksi
    due to Live Loads                                      -6.61 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                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.09 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.11 ksi  (10.26 %)            10.28 ksi ( 5.24 %)
Total Prestress Losses                                    30.39 ksi (15.50 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 165.7 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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0    94.8    90.2   411.1   752.4   996.2  1142.5  1191.3
(Max)       V      41.4    39.8    39.8    33.5    25.1    16.8     8.4     0.0
DL-Prec.  : M       0.0    15.8    15.0    68.3   125.0   165.6   189.9   198.0
DC(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     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   117.5   111.8   509.7   932.9  1235.2  1416.5  1477.0
Haunch (Max)V      51.4    49.3    49.4    41.6    31.2    20.8    10.4     0.0
Diaphragm : M       0.0     0.6     0.6     2.7     5.7     8.6    11.5    14.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    38.9    37.0   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.4    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.0    20.0    91.3   167.1   221.2   253.7   264.5
DW(Max)     V       9.2     8.8     8.8     7.4     5.6     3.7     1.9     0.0
LL + I    : M+      0.0   193.5   184.1   835.2  1516.1  1986.2  2266.2  2344.2
            V     146.7   142.5   142.8   127.2   107.2    87.2    59.2    39.2
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   146.7   142.6   142.8   127.2   108.6    90.9    74.0    58.0
            M      -0.0   191.0   181.7   809.2  1423.5  1803.8  1967.8  1932.8
Total     : M+      0.0   482.1   458.6  2087.3  3808.3  5022.1  5749.5  5978.6
            V     272.9   263.6   264.1   229.3   183.9   138.4    84.9    39.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   272.9   263.6   264.1   229.4   185.3   142.1    99.7    58.2
            M      -0.0   479.6   456.2  2061.2  3715.6  4839.8  5451.1  5567.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.78  112.67  115.00
Self wt.  : M    1142.5   996.2   752.4   411.1    90.2    94.8     0.0
(Max)       V       8.4    16.8    25.1    33.5    39.8    39.8    41.4
DL-Prec.  : M     189.9   165.6   125.0    68.3    15.0    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
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    1416.5  1235.2   932.9   509.7   111.8   117.5     0.0
Haunch (Max)V      10.4    20.8    31.2    41.6    49.4    49.3    51.4
Diaphragm : M      11.5     8.6     5.7     2.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     469.3   409.2   309.1   168.9    37.0    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.4    16.3    17.0
DL-Comp   : M     253.7   221.2   167.1    91.3    20.0    21.0     0.0
DW(Max)     V       1.9     3.7     5.6     7.4     8.8     8.8     9.2
LL + I    : M+   2266.2  1986.2  1516.1   835.2   184.1   193.5     0.0
            V      59.2    87.2   107.2   127.2   142.8   142.5   146.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    74.0    90.9   108.6   127.2   142.8   142.6   146.7
            M    1967.8  1803.8  1423.5   809.2   181.7   191.0    -0.0
Total     : M+   5749.5  5022.1  3808.3  2087.3   458.6   482.1     0.0
            V      84.9   138.4   183.9   229.3   264.1   263.6   272.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    99.7   142.1   185.3   229.4   264.1   263.6   272.9
            M    5451.1  4839.8  3715.6  2061.2   456.2   479.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.4             41.4
Deck+Haunch            51.4             51.4
Diaphragm               0.2              0.3
DL-Prec.(DC)            6.9              6.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           85.1             85.1
DL-Comp.(DW)           46.0             46.0
Live                  103.0            103.0
        Truck          66.2             66.2
        Lane           36.8             36.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0    94.8    90.2   411.1   752.4   996.2  1142.5  1191.3
(Max)       V      41.4    39.8    39.8    33.5    25.1    16.8     8.4     0.0
DL-Prec.  : M       0.0    15.8    15.0    68.3   125.0   165.6   189.9   198.0
DC(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     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   117.5   111.8   509.7   932.9  1235.2  1416.5  1477.0
Haunch (Max)V      51.4    49.3    49.4    41.6    31.2    20.8    10.4     0.0
Diaphragm : M       0.0     0.6     0.6     2.7     5.7     8.6    11.5    14.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    38.9    37.0   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.4    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.0    20.0    91.3   167.1   221.2   253.7   264.5
DW(Max)     V       9.2     8.8     8.8     7.4     5.6     3.7     1.9     0.0
LL + I    : M+      0.0   154.8   147.3   668.2  1212.9  1588.9  1812.9  1875.4
            V     117.4   114.0   114.2   101.8    85.7    69.7    47.4    31.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   117.4   114.0   114.2   101.8    86.9    72.7    59.2    46.4
            M      -0.0   152.8   145.4   647.3  1138.8  1443.1  1574.2  1546.2
Total     : M+      0.0   443.4   421.8  1920.2  3505.1  4624.9  5296.3  5509.8
            V     243.5   235.1   235.5   203.9   162.4   120.9    73.1    31.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   243.5   235.1   235.5   203.9   163.6   123.9    84.9    46.6
            M      -0.0   441.4   419.9  1899.4  3430.9  4479.0  5057.6  5180.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.78  112.67  115.00
Self wt.  : M    1142.5   996.2   752.4   411.1    90.2    94.8     0.0
(Max)       V       8.4    16.8    25.1    33.5    39.8    39.8    41.4
DL-Prec.  : M     189.9   165.6   125.0    68.3    15.0    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
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    1416.5  1235.2   932.9   509.7   111.8   117.5     0.0
Haunch (Max)V      10.4    20.8    31.2    41.6    49.4    49.3    51.4
Diaphragm : M      11.5     8.6     5.7     2.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     469.3   409.2   309.1   168.9    37.0    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.4    16.3    17.0
DL-Comp   : M     253.7   221.2   167.1    91.3    20.0    21.0     0.0
DW(Max)     V       1.9     3.7     5.6     7.4     8.8     8.8     9.2
LL + I    : M+   1812.9  1588.9  1212.9   668.2   147.3   154.8     0.0
            V      47.4    69.7    85.7   101.8   114.2   114.0   117.4
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    59.2    72.7    86.9   101.8   114.2   114.0   117.4
            M    1574.2  1443.1  1138.8   647.3   145.4   152.8    -0.0
Total     : M+   5296.3  4624.9  3505.1  1920.2   421.8   443.4     0.0
            V      73.1   120.9   162.4   203.9   235.5   235.1   243.5
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    84.9   123.9   163.6   203.9   235.5   235.1   243.5
            M    5057.6  4479.0  3430.9  1899.4   419.9   441.4    -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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   118.5   112.7   513.9   940.6  1245.3  1428.2  1489.1
(Max)       V      51.8    49.7    49.8    41.9    31.4    21.0    10.5     0.0
Self wt.  : M       0.0    85.3    81.1   370.0   677.2   896.6  1028.3  1072.2
(Min)       V      37.3    35.8    35.9    30.2    22.6    15.1     7.5     0.0
DL-Prec.  : M       0.0    19.7    18.7    85.4   156.3   206.9   237.3   247.5
DC(Max)     V       8.6     8.3     8.3     7.0     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0    14.2    13.5    61.5   112.5   149.0   170.9   178.2
DC(Min)     V       6.2     5.9     6.0     5.0     3.8     2.5     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   146.9   139.7   637.2  1166.1  1544.0  1770.7  1846.2
Haunch (Max)V      64.2    61.6    61.7    52.0    39.0    26.0    13.0     0.0
Deck +    : M       0.0   105.8   100.6   458.8   839.6  1111.7  1274.9  1329.3
Haunch (Min)V      46.2    44.4    44.5    37.4    28.1    18.7     9.4     0.0
Diaphragm : M       0.0     0.7     0.7     3.4     7.1    10.7    14.3    18.0
(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     2.5     5.1     7.7    10.3    12.9
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    48.7    46.3   211.1   386.3   511.5   586.6   611.7
DC(Max)     V      21.3    20.4    20.5    17.2    12.9     8.6     4.3     0.0
DL-Comp   : M       0.0    35.0    33.3   152.0   278.2   368.3   422.4   440.4
DC(Min)     V      15.3    14.7    14.7    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    31.6    30.0   136.9   250.6   331.8   380.5   396.7
DW(Max)     V      13.8    13.2    13.3    11.2     8.4     5.6     2.8     0.0
DL-Comp   : M       0.0    13.7    13.0    59.3   108.6   143.8   164.9   171.9
DW(Min)     V       6.0     5.7     5.7     4.8     3.6     2.4     1.2     0.0
LL + I    : M+      0.0   338.7   322.1  1461.6  2653.3  3475.8  3965.8  4102.4
            V     256.7   249.5   249.8   222.6   187.6   152.5   103.6    68.6
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   256.7   249.5   249.8   222.6   190.1   159.0   129.5   101.4
            M      -0.0   334.2   318.0  1416.0  2491.1  3156.7  3443.6  3382.4
Total     : M+      0.0   704.7   670.3  3049.5  5560.2  7326.0  8383.4  8711.5
            V     416.7   403.0   403.7   352.1   284.8   217.5   136.3    68.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   416.7   403.0   403.7   352.2   287.3   223.9   162.1   101.8
            M      -0.0   700.2   666.2  3003.9  5398.0  7006.9  7861.2  7991.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.78  112.67  115.00
Self wt.  : M    1428.2  1245.3   940.6   513.9   112.7   118.5     0.0
(Max)       V      10.5    21.0    31.4    41.9    49.8    49.7    51.8
Self wt.  : M    1028.3   896.6   677.2   370.0    81.1    85.3     0.0
(Min)       V       7.5    15.1    22.6    30.2    35.9    35.8    37.3
DL-Prec.  : M     237.3   206.9   156.3    85.4    18.7    19.7     0.0
DC(Max)     V       1.7     3.5     5.2     7.0     8.3     8.3     8.6
DL-Prec.  : M     170.9   149.0   112.5    61.5    13.5    14.2     0.0
DC(Min)     V       1.3     2.5     3.8     5.0     6.0     5.9     6.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1770.7  1544.0  1166.1   637.2   139.7   146.9     0.0
Haunch (Max)V      13.0    26.0    39.0    52.0    61.7    61.6    64.2
Deck +    : M    1274.9  1111.7   839.6   458.8   100.6   105.8     0.0
Haunch (Min)V       9.4    18.7    28.1    37.4    44.5    44.4    46.2
Diaphragm : M      14.3    10.7     7.1     3.4     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      10.3     7.7     5.1     2.5     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     586.6   511.5   386.3   211.1    46.3    48.7     0.0
DC(Max)     V       4.3     8.6    12.9    17.2    20.5    20.4    21.3
DL-Comp   : M     422.4   368.3   278.2   152.0    33.3    35.0     0.0
DC(Min)     V       3.1     6.2     9.3    12.4    14.7    14.7    15.3
DL-Comp   : M     380.5   331.8   250.6   136.9    30.0    31.6     0.0
DW(Max)     V       2.8     5.6     8.4    11.2    13.3    13.2    13.8
DL-Comp   : M     164.9   143.8   108.6    59.3    13.0    13.7     0.0
DW(Min)     V       1.2     2.4     3.6     4.8     5.7     5.7     6.0
LL + I    : M+   3965.8  3475.8  2653.3  1461.6   322.1   338.7     0.0
            V     103.6   152.5   187.6   222.6   249.8   249.5   256.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   129.5   159.0   190.1   222.6   249.8   249.5   256.7
            M    3443.6  3156.7  2491.1  1416.0   318.0   334.2    -0.0
Total     : M+   8383.4  7326.0  5560.2  3049.5   670.3   704.7     0.0
            V     136.3   217.5   284.8   352.1   403.7   403.0   416.7
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   162.1   223.9   287.3   352.2   403.7   403.0   416.7
            M    7861.2  7006.9  5398.0  3003.9   666.2   700.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               51.8             51.8
Deck+Haunch            64.2             64.2
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.6              8.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          106.4            106.4
DL-Comp.(DW)           69.0             69.0
Live                  180.2            180.2
        Truck         115.8            115.8
        Lane           64.4             64.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0    94.8    90.2   411.1   752.4   996.2  1142.5  1191.3
(Max)       V      41.4    39.8    39.8    33.5    25.1    16.8     8.4     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    15.8    15.0    68.3   125.0   165.6   189.9   198.0
DC(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     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   117.5   111.8   509.7   932.9  1235.2  1416.5  1477.0
Haunch (Max)V      51.4    49.3    49.4    41.6    31.2    20.8    10.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.7     5.7     8.6    11.5    14.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    38.9    37.0   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.4    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    21.0    20.0    91.3   167.1   221.2   253.7   264.5
DW(Max)     V       9.2     8.8     8.8     7.4     5.6     3.7     1.9     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   128.6   122.4   549.2   979.1  1278.4  1437.1  1438.7
            V     115.2   112.3   112.4   101.5    87.8    66.6    52.9    39.2
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   115.2   112.3   112.4   101.5    87.8    74.1    60.4    46.8
            M       0.0   128.6   122.4   549.2   979.1  1251.9  1367.6  1326.1
Total     : M+      0.0   417.2   396.9  1801.3  3271.3  4314.3  4920.4  5073.1
            V     241.4   233.3   233.7   203.7   164.5   117.8    78.6    39.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   241.4   233.3   233.7   203.7   164.5   125.3    86.2    47.0
            M       0.0   417.2   396.9  1801.3  3271.3  4287.8  4850.9  4960.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.78  112.67  115.00
Self wt.  : M    1142.5   996.2   752.4   411.1    90.2    94.8     0.0
(Max)       V       8.4    16.8    25.1    33.5    39.8    39.8    41.4
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     189.9   165.6   125.0    68.3    15.0    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
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    1416.5  1235.2   932.9   509.7   111.8   117.5     0.0
Haunch (Max)V      10.4    20.8    31.2    41.6    49.4    49.3    51.4
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      11.5     8.6     5.7     2.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     469.3   409.2   309.1   168.9    37.0    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.4    16.3    17.0
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     253.7   221.2   167.1    91.3    20.0    21.0     0.0
DW(Max)     V       1.9     3.7     5.6     7.4     8.8     8.8     9.2
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+   1437.1  1278.4   979.1   549.2   122.4   128.6     0.0
            V      52.9    66.6    87.8   101.5   112.4   112.3   115.2
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    60.4    74.1    87.8   101.5   112.4   112.3   115.2
            M    1367.6  1251.9   979.1   549.2   122.4   128.6     0.0
Total     : M+   4920.4  4314.3  3271.3  1801.3   396.9   417.2     0.0
            V      78.6   117.8   164.5   203.7   233.7   233.3   241.4
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    86.2   125.3   164.5   203.7   233.7   233.3   241.4
            M    4850.9  4287.8  3271.3  1801.3   396.9   417.2     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   11.63   23.27   34.90   46.53   58.17   40.72
 
Beam-Self
Precast-top    0.200   0.712   1.258   1.639   1.865   1.943   1.771 
Bottom        -0.162  -0.570  -0.996  -1.283  -1.452  -1.513  -1.382 
 
Prestress
Precast-top    0.215  -0.206  -0.675  -1.133  -1.357  -1.357  -1.357 
Bottom         4.833   5.340   5.686   6.014   6.172   6.172   6.172 
 
Total
Precast-top    0.415   0.507   0.583   0.506   0.508   0.585   0.413 
Bottom         4.671   4.771   4.690   4.731   4.720   4.659   4.790 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.05 %)
             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   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.022   0.021   0.096   0.175   0.231   0.264   0.275 
Precast-top    0.064   0.574   0.552   1.504   2.477   3.046   3.427   3.627 
Bottom         0.969   3.802   3.667   3.085   2.175   1.638   1.290   1.116 
 

 
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   11.63   23.27   34.90   46.53   58.17   40.72
 
Beam-Self
Precast-top    0.200   0.712   1.258   1.639   1.865   1.943   1.771 
Bottom        -0.162  -0.570  -0.996  -1.283  -1.452  -1.513  -1.382 
 
Prestress
Precast-top    0.215  -0.206  -0.675  -1.133  -1.357  -1.357  -1.357 
Bottom         4.833   5.340   5.686   6.014   6.172   6.172   6.172 
 
Total
Precast-top    0.415   0.507   0.583   0.506   0.508   0.585   0.413 
Bottom         4.671   4.771   4.690   4.731   4.720   4.659   4.790 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.05 %)
             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   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22   10.97   22.60   34.23   45.87   57.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.059   0.056   0.252   0.448   0.583   0.656   0.663 
Precast-top    0.032   0.322   0.309   0.901   1.503   1.867   2.099   2.199 
Bottom         0.484   1.792   1.730   1.083   0.276  -0.229  -0.527  -0.615 
 

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
    416.7    6.5   48.8    1.197   5.3   6.00e-3 50.0    431.0     2.125    4.693      0.00
      0.0    1.0   48.3     41.9 0.153      26.7 0.87    12.00     0.127    1.623 
Transfer:   3.00
    403.0    6.5   48.8    5.401  23.9  -0.07e-3 28.8    274.6     0.646    1.760      0.00
    700.2    4.3   46.7    189.0 0.147     149.2 5.05    12.00     0.127    1.663 
Critical:   4.54
    393.8    6.5   48.8    5.917  23.9  -0.09e-3 28.7    261.7     0.616    1.760      0.00
   1114.6    4.7   46.5    189.0 0.144     152.0 5.16    12.00     0.127    1.694 
0.1L    :  11.63
    352.2    6.5   47.9    9.076  23.9  -0.14e-3 28.5    216.1     0.527    0.827      0.00
   3003.9    6.6   44.6    189.0 0.134     151.4 5.36    12.00     0.127    1.314 
0.2L    :  23.27
    287.3    6.5   45.8   10.850  23.9  -0.06e-3 28.8    160.0     0.414    0.620      0.00
   5398.0    6.7   42.4    189.0 0.113     135.3 5.04    24.00     0.127    1.249 
0.3L    :  34.90
    223.9    6.5   47.6   10.850  23.9   0.16e-3 29.6    104.8     0.269    0.413      0.00
   7006.9    6.7   44.3    189.0 0.082     120.1 4.29    24.00     0.127    1.227 
0.4L    :  46.53
    162.1    6.5   48.5   10.850   0.0   0.65e-3 31.3     87.7     0.236    0.413      0.00
   7861.2    6.7   45.2    189.0 0.065      92.4 3.23    24.00     0.127    1.367 
0.5L    :  58.17
    101.8    6.5   48.5   10.850   0.0   0.56e-3 31.0     16.6     0.127    0.413      0.00
   7991.6    6.7   45.2    189.0 0.041      96.5 3.37    24.00     0.127    2.229 
0.6L    :  69.80
    162.1    6.5   48.5   10.850   0.0   0.65e-3 31.3     87.7     0.236    0.413      0.00
   7861.2    6.7   45.2    189.0 0.065      92.4 3.23    24.00     0.127    1.367 
0.7L    :  81.43
    223.9    6.5   47.6   10.850  23.9   0.16e-3 29.6    104.8     0.269    0.413      0.00
   7006.9    6.7   44.3    189.0 0.082     120.1 4.29    24.00     0.127    1.227 
0.8L    :  93.06
    287.3    6.5   45.8   10.850  23.9  -0.06e-3 28.8    160.0     0.414    0.620      0.00
   5398.0    6.7   42.4    189.0 0.113     135.3 5.04    24.00     0.127    1.249 
0.9L    : 104.70
    352.2    6.5   47.9    9.076  23.9  -0.14e-3 28.5    216.1     0.527    0.827      0.00
   3003.9    6.6   44.6    189.0 0.134     151.4 5.36    12.00     0.127    1.314 
Critical: 111.79
    393.8    6.5   48.8    5.917  23.9  -0.09e-3 28.7    261.7     0.616    1.760      0.00
   1114.6    4.7   46.5    189.0 0.144     152.0 5.16    12.00     0.127    1.694 
Transfer: 113.33
    403.0    6.5   48.8    5.401  23.9  -0.07e-3 28.8    274.6     0.646    1.760      0.00
    700.2    4.3   46.7    189.0 0.147     149.2 5.05    12.00     0.127    1.663 
Bearing : 115.67
    416.7    6.5   48.8    1.197   5.3   6.00e-3 50.0    431.0     2.125    4.693      0.00
      0.0    1.0   48.3     41.9 0.153      26.7 0.87    12.00     0.127    1.623 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 2042.21
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    4.08
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 3
(Beam and Slab effects are INCLUDED in Vu).
Computed Interface width considered to be engaged in shear transfer, bvi = 34.00(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
    416.7      9.58     48.83    0.98       48.34    24.00      0.340      2.343      0.012      0.000*
Transfer:      2.33
    403.0      9.59     48.83    4.29       46.69    24.00      0.340      2.347      0.014      1.760 
Critical:      3.87
    393.9      9.42     48.83    4.71       46.47    24.00      0.340      2.290      0.000      1.760 
0.1L    :     10.97
    352.2      8.78     47.88    6.63       44.56    24.00      0.340      2.077      0.000      0.827 
0.2L    :     22.60
    287.3      7.52     45.79    6.71       42.43    24.00      0.340      1.658      0.000      0.620 
0.3L    :     34.23
    223.9      5.62     47.62    6.72       44.25    24.00      0.340      1.024      0.000      0.413 
0.4L    :     45.87
    162.1      3.99     48.53    6.73       45.17    24.00      0.340      0.479      0.000      0.413 
0.5L    :     57.50
    101.8      2.50     48.53    6.73       45.17    24.00      0.340      0.000      0.000      0.413 
0.6L    :     69.13
    162.1      3.99     48.53    6.73       45.17    24.00      0.340      0.479      0.000      0.413 
0.7L    :     80.77
    223.9      5.62     47.62    6.72       44.25    24.00      0.340      1.024      0.000      0.413 
0.8L    :     92.40
    287.3      7.52     45.79    6.71       42.43    24.00      0.340      1.658      0.000      0.620 
0.9L    :    104.03
    352.2      8.78     47.88    6.63       44.56    24.00      0.340      2.077      0.000      0.827 
Critical:    111.13
    393.9      9.42     48.83    4.71       46.47    24.00      0.340      2.290      0.000      1.760 
Transfer:    112.67
    403.0      9.59     48.83    4.29       46.69    24.00      0.340      2.347      0.014      1.760 
Bearing :    115.00
    416.7      9.58     48.83    0.98       48.34    24.00      0.340      2.343      0.012      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.97 ft
Prestress      :       2.564  1.80      4.616  2.20      5.642
Self Wt.       :      -0.960  1.85     -1.777  2.40     -2.305
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.604            2.839            3.337
 
At 0.2 x L = 22.60 ft
Prestress      :       4.595  1.80      8.271  2.20     10.108
Self Wt.       :      -1.797  1.85     -3.325  2.40     -4.314
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.797            4.945            5.795
 
At 0.3 x L = 34.23 ft
Prestress      :       6.026  1.80     10.846  2.20     13.256
Self Wt.       :      -2.431  1.85     -4.496  2.40     -5.833
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          :       3.595            6.350            7.423
 
At 0.4 x L = 45.87 ft
Prestress      :       6.889  1.80     12.401  2.20     15.157
Self Wt.       :      -2.828  1.85     -5.231  2.40     -6.786
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          :       4.062            7.170            8.371
 
At 0.5 x L = 57.50 ft
Prestress      :       7.200  1.80     12.960  2.20     15.840
Self Wt.       :      -2.969  1.85     -5.493  2.40     -7.126
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          :       4.231            7.467            8.714
 
At 0.6 x L = 69.13 ft
Prestress      :       6.889  1.80     12.401  2.20     15.157
Self Wt.       :      -2.828  1.85     -5.231  2.40     -6.786
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          :       4.062            7.170            8.371
 
At 0.7 x L = 80.77 ft
Prestress      :       6.026  1.80     10.846  2.20     13.256
Self Wt.       :      -2.431  1.85     -4.496  2.40     -5.833
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          :       3.595            6.350            7.423
 
At 0.8 x L = 92.40 ft
Prestress      :       4.595  1.80      8.271  2.20     10.108
Self Wt.       :      -1.797  1.85     -3.325  2.40     -4.314
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.797            4.945            5.795
 
At 0.9 x L = 104.03 ft
Prestress      :       2.564  1.80      4.616  2.20      5.642
Self Wt.       :      -0.960  1.85     -1.777  2.40     -2.305
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.604            2.839            3.337
 

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
   704.7    42.3  6.821  260.8    5.2   4.29   5955.8  0.027T 1.00       -       -     -     -  
H/2     :   2.22
   670.3    42.3  6.556  261.1    5.0   4.13   5741.3  0.028T 1.00       -       -     -     -  
0.1L    :  10.97
  3049.5    43.8 10.736  256.2    8.0   6.63   9277.3  0.016T 1.00       -       -     -     -  
0.2L    :  22.60
  5560.2    45.8 10.850  256.6    8.1   6.71   9846.0  0.016T 1.00    447.1   447.1   22.02    -  
0.3L    :  34.23
  7326.0    47.6 10.850  257.1    8.1   6.72  10288.2  0.016T 1.00    172.7   172.7   59.59    -  
0.4L    :  45.87
  8383.4    48.5 10.850  257.3    8.1   6.73  10509.4  0.016T 1.00     11.1    11.1  943.37    -  
0.5L    :  57.50
  8711.5    48.5 10.850  257.3    8.1   6.73  10509.4  0.016T 1.00    -51.6   -51.6 -203.70  1.21*
0.6L    :  69.13
  8383.4    48.5 10.850  257.3    8.1   6.73  10509.4  0.016T 1.00     11.1    11.1  943.36    -  
0.7L    :  80.77
  7326.0    47.6 10.850  257.1    8.1   6.72  10288.2  0.016T 1.00    172.7   172.7   59.59    -  
0.8L    :  92.40
  5560.2    45.8 10.850  256.6    8.1   6.71   9846.0  0.016T 1.00    447.1   447.1   22.02    -  
0.9L    : 104.03
  3049.5    43.8 10.736  256.2    8.0   6.63   9277.3  0.016T 1.00    867.7   867.7   10.69    -  
H/2     : 112.78
   670.3    42.3  6.556  261.1    5.0   4.13   5741.3  0.028T 1.00       -       -     -     -  
Transfer: 112.67
   704.7    42.3  6.821  260.8    5.2   4.29   5955.8  0.027T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 3; Groups 1-25; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.106    0.474
        M   2.00 Fb     0.123   -0.173
 
  2   2 E  42.00 Ft     0.447    0.760
        M  10.00 Fb     0.056   -0.195
 
  3   2 E  40.00 Ft     0.764    1.024
        M   8.00 Fb     0.007   -0.199
 
  4   2 E  38.00 Ft     1.059    1.265
        M   6.00 Fb    -0.022   -0.185
 
  5   2 E  36.00 Ft     1.330    1.482
        M   4.00 Fb    -0.033   -0.152
 
  6   2 E  34.00 Ft     1.579    1.677
        M   2.00 Fb    -0.026   -0.101
 
  7   2 E   8.00 Ft     1.554    1.653
        M   8.00 Fb     0.203    0.125
 
  8   2 E   8.00 Ft     1.529    1.630
        M   8.00 Fb     0.431    0.351
 
  9   2 E   6.00 Ft     1.481    1.583
        M   6.00 Fb     0.679    0.595
 
 10   2 E   6.00 Ft     1.433    1.536
        M   6.00 Fb     0.926    0.840
 
 11   2 E   6.00 Ft     1.385    1.490
        M   6.00 Fb     1.174    1.084
 
 12   2 E   6.00 Ft     1.337    1.443
        M   6.00 Fb     1.421    1.329
 
 13   2 E   6.00 Ft     1.289    1.397
        M   6.00 Fb     1.668    1.573
 
 14   2 E   6.00 Ft     1.241    1.350
        M   6.00 Fb     1.916    1.818
 
 15   2 E   4.00 Ft     1.170    1.281
        M   4.00 Fb     2.182    2.081
 
 16   2 E   4.00 Ft     1.170    1.211
        M   4.00 Fb     2.182    2.345
 
 17   2 E   4.00 Ft     1.099    1.141
        M   4.00 Fb     2.448    2.608
 
 18   2 E   4.00 Ft     1.028    1.071
        M   4.00 Fb     2.714    2.871
 
 19   2 E   4.00 Ft     0.957    1.002
        M   4.00 Fb     2.980    3.134
 
 20   2 E   4.00 Ft     0.886    0.932
        M   4.00 Fb     3.246    3.397
 
 21   2 E   2.00 Ft     0.792    0.840
        M   2.00 Fb     3.531    3.679
 
 22   2 E   2.00 Ft     0.698    0.747
        M   2.00 Fb     3.815    3.960
 
 23   2 E   2.00 Ft     0.604    0.654
        M   2.00 Fb     4.100    4.241
 
 24   2 E   2.00 Ft     0.509    0.562
        M   2.00 Fb     4.385    4.523
 
 25   2 E   2.00 Ft     0.415    0.468
        M   2.00 Fb     4.671    4.806
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 116.33            Release Length, ft: 116.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  50
No. of strands, Draped:  10           No. of strands, Straight:  40
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.5 ksi  f'ct   4.5 ksi
Initial losses: 10.26 %               Final losses: 15.50 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.790     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.415       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 10509.42     8711.53     Midspan     OK
Note: Check minimum reinforcement criteria
(LRFD Art. 5.6.3.3) in Ultimate Moment detailed report.
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      16.67 %               OK
      Max. Debond Total                    25.00 %       4.00 %               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:   2.700  -0.000     Bearing    2.025   0.275     Midspan
    Pre.Top:   5.700  -0.000     Bearing    4.275   3.627     Midspan
    Pre.Bot:   5.700  -0.000     Bearing    4.275   3.802    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.403  -0.000     Bearing
    Pre.Top:  -0.586  -0.000     Bearing
    Pre.Bot:  -0.586  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.800   2.199     Midspan
    Pre.Bot:                                                             3.800   1.792    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  57.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.200  1.80     12.960  2.20     15.840
Self Wt.       :      -2.969  1.85     -5.493  2.40     -7.126
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          :       4.231            7.467            8.714
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  43.17 ft
Type      : I-Girder                            Curb-to-curb       =  40.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.04/  9.04 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  = 108.480 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  115.00
     DC  Line       0.085      0.00       0.085  115.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    57.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 116.330 ft
Release length = 116.330 ft
Design  length = 115.000 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)  : 0.682   (Calculated)    
Live Moment (1  lane  loaded)  : 0.466   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.176   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.945   (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           1362.1 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           460034 in4#
Ht. of c.g.           =        20.74 in             34.79 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1614.1 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 = 0.7815

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    10.97    22.60    34.23    45.87    57.50
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    702.0    737.9    736.1    739.9    739.9    739.9    739.9    739.9
  Yb      ,  in    20.60    20.13    20.15    20.00    19.88    19.76    19.70    19.70
  MI(Ixx) , in4   179868   183139   182971   184863   186894   189225   190504   190504
Composite: (At Final, using Ec =  5675.6 ksi )
  Area    , in2   1371.4   1404.0   1402.3   1405.7   1405.7   1405.7   1405.7   1405.7
  Yb      ,  in    34.63    34.08    34.11    34.00    33.94    33.89    33.86    33.86
  MI(Ixx) , in4   465121   483184   482277   487531   491614   495979   498267   498267

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.50 ksi           4.50 ksi
  Elasticity         =    5675.61 ksi        4435.31 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.70 ksi           2.70 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.28 ksi           2.03 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.80 ksi           1.80 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.59 ksi          -0.40 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  50 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 40.72 ft from member end )
END PATTERN (Ycg = 11.12 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     4 @  8.000 in
     2 @ 34.000 in     2 @ 36.000 in     2 @ 38.000 in     2 @ 40.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.72 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     4 @  8.000 in

SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
16      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
25      2     2.00 in  2.00 in   0.00 ft    0.00 ft   5.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.1 ksi
Total Strand Area     =   10.85 in2      Initial Pull          =     2127.8 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.615 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.519 ft
Holddown Force        =  27.800 kips     Beam Shrtng (PL/AE)   =      0.769 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)       
--------------------------------------------------------------------------------------
      5818.244         740 4305.500     20.699 83830.484  1166.784     736.361        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.25       0.1250      1.2500     No
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.5000      2.9167    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.9167      4.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.9167     14.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     23.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      23.6667     31.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      31.1667     85.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      85.1634     92.6634    Yes
      2      US#5[M16]       60.00        0.62      12.00      92.6634    101.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00     101.6634    111.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00     111.4134    113.4134    Yes
      2      US#6[M19]       60.00        0.88       5.00     113.4134    113.8301    Yes
      2      US#6[M19]       60.00        0.88       3.00     113.8301    115.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     115.0801    116.2051     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 116.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 10.8500 in2       Ycg =  4.72 in
         P_init    =     2127.8 kips  Ecc = 16.02 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.11 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.705 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -8.00 ksi    0.00 ksi
    due to Composite Loads                                 -2.66 ksi    0.00 ksi
    due to Live Loads                                      -6.61 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                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.09 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.11 ksi  (10.26 %)            10.28 ksi ( 5.24 %)
Total Prestress Losses                                    30.39 ksi (15.50 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 165.7 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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0    94.8    90.2   411.1   752.4   996.2  1142.5  1191.3
(Max)       V      41.4    39.8    39.8    33.5    25.1    16.8     8.4     0.0
DL-Prec.  : M       0.0    15.8    15.0    68.3   125.0   165.6   189.9   198.0
DC(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     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   117.5   111.8   509.7   932.9  1235.2  1416.5  1477.0
Haunch (Max)V      51.4    49.3    49.4    41.6    31.2    20.8    10.4     0.0
Diaphragm : M       0.0     0.6     0.6     2.7     5.7     8.6    11.5    14.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    38.9    37.0   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.4    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.0    20.0    91.3   167.1   221.2   253.7   264.5
DW(Max)     V       9.2     8.8     8.8     7.4     5.6     3.7     1.9     0.0
LL + I    : M+      0.0   193.5   184.1   835.2  1516.1  1986.2  2266.2  2344.2
            V     146.7   142.5   142.8   127.2   107.2    87.2    59.2    39.2
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   146.7   142.6   142.8   127.2   108.6    90.9    74.0    58.0
            M      -0.0   191.0   181.7   809.2  1423.5  1803.8  1967.8  1932.8
Total     : M+      0.0   482.1   458.6  2087.3  3808.3  5022.1  5749.5  5978.6
            V     272.9   263.6   264.1   229.3   183.9   138.4    84.9    39.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   272.9   263.6   264.1   229.4   185.3   142.1    99.7    58.2
            M      -0.0   479.6   456.2  2061.2  3715.6  4839.8  5451.1  5567.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.78  112.67  115.00
Self wt.  : M    1142.5   996.2   752.4   411.1    90.2    94.8     0.0
(Max)       V       8.4    16.8    25.1    33.5    39.8    39.8    41.4
DL-Prec.  : M     189.9   165.6   125.0    68.3    15.0    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
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    1416.5  1235.2   932.9   509.7   111.8   117.5     0.0
Haunch (Max)V      10.4    20.8    31.2    41.6    49.4    49.3    51.4
Diaphragm : M      11.5     8.6     5.7     2.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     469.3   409.2   309.1   168.9    37.0    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.4    16.3    17.0
DL-Comp   : M     253.7   221.2   167.1    91.3    20.0    21.0     0.0
DW(Max)     V       1.9     3.7     5.6     7.4     8.8     8.8     9.2
LL + I    : M+   2266.2  1986.2  1516.1   835.2   184.1   193.5     0.0
            V      59.2    87.2   107.2   127.2   142.8   142.5   146.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    74.0    90.9   108.6   127.2   142.8   142.6   146.7
            M    1967.8  1803.8  1423.5   809.2   181.7   191.0    -0.0
Total     : M+   5749.5  5022.1  3808.3  2087.3   458.6   482.1     0.0
            V      84.9   138.4   183.9   229.3   264.1   263.6   272.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    99.7   142.1   185.3   229.4   264.1   263.6   272.9
            M    5451.1  4839.8  3715.6  2061.2   456.2   479.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.4             41.4
Deck+Haunch            51.4             51.4
Diaphragm               0.2              0.3
DL-Prec.(DC)            6.9              6.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           85.1             85.1
DL-Comp.(DW)           46.0             46.0
Live                  103.0            103.0
        Truck          66.2             66.2
        Lane           36.8             36.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0    94.8    90.2   411.1   752.4   996.2  1142.5  1191.3
(Max)       V      41.4    39.8    39.8    33.5    25.1    16.8     8.4     0.0
DL-Prec.  : M       0.0    15.8    15.0    68.3   125.0   165.6   189.9   198.0
DC(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     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   117.5   111.8   509.7   932.9  1235.2  1416.5  1477.0
Haunch (Max)V      51.4    49.3    49.4    41.6    31.2    20.8    10.4     0.0
Diaphragm : M       0.0     0.6     0.6     2.7     5.7     8.6    11.5    14.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    38.9    37.0   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.4    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.0    20.0    91.3   167.1   221.2   253.7   264.5
DW(Max)     V       9.2     8.8     8.8     7.4     5.6     3.7     1.9     0.0
LL + I    : M+      0.0   154.8   147.3   668.2  1212.9  1588.9  1812.9  1875.4
            V     117.4   114.0   114.2   101.8    85.7    69.7    47.4    31.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   117.4   114.0   114.2   101.8    86.9    72.7    59.2    46.4
            M      -0.0   152.8   145.4   647.3  1138.8  1443.1  1574.2  1546.2
Total     : M+      0.0   443.4   421.8  1920.2  3505.1  4624.9  5296.3  5509.8
            V     243.5   235.1   235.5   203.9   162.4   120.9    73.1    31.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   243.5   235.1   235.5   203.9   163.6   123.9    84.9    46.6
            M      -0.0   441.4   419.9  1899.4  3430.9  4479.0  5057.6  5180.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.78  112.67  115.00
Self wt.  : M    1142.5   996.2   752.4   411.1    90.2    94.8     0.0
(Max)       V       8.4    16.8    25.1    33.5    39.8    39.8    41.4
DL-Prec.  : M     189.9   165.6   125.0    68.3    15.0    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
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    1416.5  1235.2   932.9   509.7   111.8   117.5     0.0
Haunch (Max)V      10.4    20.8    31.2    41.6    49.4    49.3    51.4
Diaphragm : M      11.5     8.6     5.7     2.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     469.3   409.2   309.1   168.9    37.0    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.4    16.3    17.0
DL-Comp   : M     253.7   221.2   167.1    91.3    20.0    21.0     0.0
DW(Max)     V       1.9     3.7     5.6     7.4     8.8     8.8     9.2
LL + I    : M+   1812.9  1588.9  1212.9   668.2   147.3   154.8     0.0
            V      47.4    69.7    85.7   101.8   114.2   114.0   117.4
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    59.2    72.7    86.9   101.8   114.2   114.0   117.4
            M    1574.2  1443.1  1138.8   647.3   145.4   152.8    -0.0
Total     : M+   5296.3  4624.9  3505.1  1920.2   421.8   443.4     0.0
            V      73.1   120.9   162.4   203.9   235.5   235.1   243.5
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    84.9   123.9   163.6   203.9   235.5   235.1   243.5
            M    5057.6  4479.0  3430.9  1899.4   419.9   441.4    -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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   118.5   112.7   513.9   940.6  1245.3  1428.2  1489.1
(Max)       V      51.8    49.7    49.8    41.9    31.4    21.0    10.5     0.0
Self wt.  : M       0.0    85.3    81.1   370.0   677.2   896.6  1028.3  1072.2
(Min)       V      37.3    35.8    35.9    30.2    22.6    15.1     7.5     0.0
DL-Prec.  : M       0.0    19.7    18.7    85.4   156.3   206.9   237.3   247.5
DC(Max)     V       8.6     8.3     8.3     7.0     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0    14.2    13.5    61.5   112.5   149.0   170.9   178.2
DC(Min)     V       6.2     5.9     6.0     5.0     3.8     2.5     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   146.9   139.7   637.2  1166.1  1544.0  1770.7  1846.2
Haunch (Max)V      64.2    61.6    61.7    52.0    39.0    26.0    13.0     0.0
Deck +    : M       0.0   105.8   100.6   458.8   839.6  1111.7  1274.9  1329.3
Haunch (Min)V      46.2    44.4    44.5    37.4    28.1    18.7     9.4     0.0
Diaphragm : M       0.0     0.7     0.7     3.4     7.1    10.7    14.3    18.0
(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     2.5     5.1     7.7    10.3    12.9
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    48.7    46.3   211.1   386.3   511.5   586.6   611.7
DC(Max)     V      21.3    20.4    20.5    17.2    12.9     8.6     4.3     0.0
DL-Comp   : M       0.0    35.0    33.3   152.0   278.2   368.3   422.4   440.4
DC(Min)     V      15.3    14.7    14.7    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    31.6    30.0   136.9   250.6   331.8   380.5   396.7
DW(Max)     V      13.8    13.2    13.3    11.2     8.4     5.6     2.8     0.0
DL-Comp   : M       0.0    13.7    13.0    59.3   108.6   143.8   164.9   171.9
DW(Min)     V       6.0     5.7     5.7     4.8     3.6     2.4     1.2     0.0
LL + I    : M+      0.0   338.7   322.1  1461.6  2653.3  3475.8  3965.8  4102.4
            V     256.7   249.5   249.8   222.6   187.6   152.5   103.6    68.6
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   256.7   249.5   249.8   222.6   190.1   159.0   129.5   101.4
            M      -0.0   334.2   318.0  1416.0  2491.1  3156.7  3443.6  3382.4
Total     : M+      0.0   704.7   670.3  3049.5  5560.2  7326.0  8383.4  8711.5
            V     416.7   403.0   403.7   352.1   284.8   217.5   136.3    68.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   416.7   403.0   403.7   352.2   287.3   223.9   162.1   101.8
            M      -0.0   700.2   666.2  3003.9  5398.0  7006.9  7861.2  7991.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.78  112.67  115.00
Self wt.  : M    1428.2  1245.3   940.6   513.9   112.7   118.5     0.0
(Max)       V      10.5    21.0    31.4    41.9    49.8    49.7    51.8
Self wt.  : M    1028.3   896.6   677.2   370.0    81.1    85.3     0.0
(Min)       V       7.5    15.1    22.6    30.2    35.9    35.8    37.3
DL-Prec.  : M     237.3   206.9   156.3    85.4    18.7    19.7     0.0
DC(Max)     V       1.7     3.5     5.2     7.0     8.3     8.3     8.6
DL-Prec.  : M     170.9   149.0   112.5    61.5    13.5    14.2     0.0
DC(Min)     V       1.3     2.5     3.8     5.0     6.0     5.9     6.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1770.7  1544.0  1166.1   637.2   139.7   146.9     0.0
Haunch (Max)V      13.0    26.0    39.0    52.0    61.7    61.6    64.2
Deck +    : M    1274.9  1111.7   839.6   458.8   100.6   105.8     0.0
Haunch (Min)V       9.4    18.7    28.1    37.4    44.5    44.4    46.2
Diaphragm : M      14.3    10.7     7.1     3.4     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      10.3     7.7     5.1     2.5     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     586.6   511.5   386.3   211.1    46.3    48.7     0.0
DC(Max)     V       4.3     8.6    12.9    17.2    20.5    20.4    21.3
DL-Comp   : M     422.4   368.3   278.2   152.0    33.3    35.0     0.0
DC(Min)     V       3.1     6.2     9.3    12.4    14.7    14.7    15.3
DL-Comp   : M     380.5   331.8   250.6   136.9    30.0    31.6     0.0
DW(Max)     V       2.8     5.6     8.4    11.2    13.3    13.2    13.8
DL-Comp   : M     164.9   143.8   108.6    59.3    13.0    13.7     0.0
DW(Min)     V       1.2     2.4     3.6     4.8     5.7     5.7     6.0
LL + I    : M+   3965.8  3475.8  2653.3  1461.6   322.1   338.7     0.0
            V     103.6   152.5   187.6   222.6   249.8   249.5   256.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   129.5   159.0   190.1   222.6   249.8   249.5   256.7
            M    3443.6  3156.7  2491.1  1416.0   318.0   334.2    -0.0
Total     : M+   8383.4  7326.0  5560.2  3049.5   670.3   704.7     0.0
            V     136.3   217.5   284.8   352.1   403.7   403.0   416.7
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   162.1   223.9   287.3   352.2   403.7   403.0   416.7
            M    7861.2  7006.9  5398.0  3003.9   666.2   700.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               51.8             51.8
Deck+Haunch            64.2             64.2
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.6              8.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          106.4            106.4
DL-Comp.(DW)           69.0             69.0
Live                  180.2            180.2
        Truck         115.8            115.8
        Lane           64.4             64.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0    94.8    90.2   411.1   752.4   996.2  1142.5  1191.3
(Max)       V      41.4    39.8    39.8    33.5    25.1    16.8     8.4     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    15.8    15.0    68.3   125.0   165.6   189.9   198.0
DC(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     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   117.5   111.8   509.7   932.9  1235.2  1416.5  1477.0
Haunch (Max)V      51.4    49.3    49.4    41.6    31.2    20.8    10.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.7     5.7     8.6    11.5    14.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    38.9    37.0   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.4    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    21.0    20.0    91.3   167.1   221.2   253.7   264.5
DW(Max)     V       9.2     8.8     8.8     7.4     5.6     3.7     1.9     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   128.6   122.4   549.2   979.1  1278.4  1437.1  1438.7
            V     115.2   112.3   112.4   101.5    87.8    66.6    52.9    39.2
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   115.2   112.3   112.4   101.5    87.8    74.1    60.4    46.8
            M       0.0   128.6   122.4   549.2   979.1  1251.9  1367.6  1326.1
Total     : M+      0.0   417.2   396.9  1801.3  3271.3  4314.3  4920.4  5073.1
            V     241.4   233.3   233.7   203.7   164.5   117.8    78.6    39.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   241.4   233.3   233.7   203.7   164.5   125.3    86.2    47.0
            M       0.0   417.2   396.9  1801.3  3271.3  4287.8  4850.9  4960.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.78  112.67  115.00
Self wt.  : M    1142.5   996.2   752.4   411.1    90.2    94.8     0.0
(Max)       V       8.4    16.8    25.1    33.5    39.8    39.8    41.4
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     189.9   165.6   125.0    68.3    15.0    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
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    1416.5  1235.2   932.9   509.7   111.8   117.5     0.0
Haunch (Max)V      10.4    20.8    31.2    41.6    49.4    49.3    51.4
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      11.5     8.6     5.7     2.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     469.3   409.2   309.1   168.9    37.0    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.4    16.3    17.0
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     253.7   221.2   167.1    91.3    20.0    21.0     0.0
DW(Max)     V       1.9     3.7     5.6     7.4     8.8     8.8     9.2
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+   1437.1  1278.4   979.1   549.2   122.4   128.6     0.0
            V      52.9    66.6    87.8   101.5   112.4   112.3   115.2
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    60.4    74.1    87.8   101.5   112.4   112.3   115.2
            M    1367.6  1251.9   979.1   549.2   122.4   128.6     0.0
Total     : M+   4920.4  4314.3  3271.3  1801.3   396.9   417.2     0.0
            V      78.6   117.8   164.5   203.7   233.7   233.3   241.4
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    86.2   125.3   164.5   203.7   233.7   233.3   241.4
            M    4850.9  4287.8  3271.3  1801.3   396.9   417.2     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   11.63   23.27   34.90   46.53   58.17   40.72
 
Beam-Self
Precast-top    0.200   0.712   1.258   1.639   1.865   1.943   1.771 
Bottom        -0.162  -0.570  -0.996  -1.283  -1.452  -1.513  -1.382 
 
Prestress
Precast-top    0.215  -0.206  -0.675  -1.133  -1.357  -1.357  -1.357 
Bottom         4.833   5.340   5.686   6.014   6.172   6.172   6.172 
 
Total
Precast-top    0.415   0.507   0.583   0.506   0.508   0.585   0.413 
Bottom         4.671   4.771   4.690   4.731   4.720   4.659   4.790 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.05 %)
             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   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.022   0.021   0.096   0.175   0.231   0.264   0.275 
Precast-top    0.064   0.574   0.552   1.504   2.477   3.046   3.427   3.627 
Bottom         0.969   3.802   3.667   3.085   2.175   1.638   1.290   1.116 
 

 
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   11.63   23.27   34.90   46.53   58.17   40.72
 
Beam-Self
Precast-top    0.200   0.712   1.258   1.639   1.865   1.943   1.771 
Bottom        -0.162  -0.570  -0.996  -1.283  -1.452  -1.513  -1.382 
 
Prestress
Precast-top    0.215  -0.206  -0.675  -1.133  -1.357  -1.357  -1.357 
Bottom         4.833   5.340   5.686   6.014   6.172   6.172   6.172 
 
Total
Precast-top    0.415   0.507   0.583   0.506   0.508   0.585   0.413 
Bottom         4.671   4.771   4.690   4.731   4.720   4.659   4.790 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.05 %)
             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   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22   10.97   22.60   34.23   45.87   57.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.059   0.056   0.252   0.448   0.583   0.656   0.663 
Precast-top    0.032   0.322   0.309   0.901   1.503   1.867   2.099   2.199 
Bottom         0.484   1.792   1.730   1.083   0.276  -0.229  -0.527  -0.615 
 

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
    416.7    6.5   48.8    1.197   5.3   6.00e-3 50.0    431.0     2.125    4.693      0.00
      0.0    1.0   48.3     41.9 0.153      26.7 0.87    12.00     0.127    1.623 
Transfer:   3.00
    403.0    6.5   48.8    5.401  23.9  -0.07e-3 28.8    274.6     0.646    1.760      0.00
    700.2    4.3   46.7    189.0 0.147     149.2 5.05    12.00     0.127    1.663 
Critical:   4.54
    393.8    6.5   48.8    5.917  23.9  -0.09e-3 28.7    261.7     0.616    1.760      0.00
   1114.6    4.7   46.5    189.0 0.144     152.0 5.16    12.00     0.127    1.694 
0.1L    :  11.63
    352.2    6.5   47.9    9.076  23.9  -0.14e-3 28.5    216.1     0.527    0.827      0.00
   3003.9    6.6   44.6    189.0 0.134     151.4 5.36    12.00     0.127    1.314 
0.2L    :  23.27
    287.3    6.5   45.8   10.850  23.9  -0.06e-3 28.8    160.0     0.414    0.620      0.00
   5398.0    6.7   42.4    189.0 0.113     135.3 5.04    24.00     0.127    1.249 
0.3L    :  34.90
    223.9    6.5   47.6   10.850  23.9   0.16e-3 29.6    104.8     0.269    0.413      0.00
   7006.9    6.7   44.3    189.0 0.082     120.1 4.29    24.00     0.127    1.227 
0.4L    :  46.53
    162.1    6.5   48.5   10.850   0.0   0.65e-3 31.3     87.7     0.236    0.413      0.00
   7861.2    6.7   45.2    189.0 0.065      92.4 3.23    24.00     0.127    1.367 
0.5L    :  58.17
    101.8    6.5   48.5   10.850   0.0   0.56e-3 31.0     16.6     0.127    0.413      0.00
   7991.6    6.7   45.2    189.0 0.041      96.5 3.37    24.00     0.127    2.229 
0.6L    :  69.80
    162.1    6.5   48.5   10.850   0.0   0.65e-3 31.3     87.7     0.236    0.413      0.00
   7861.2    6.7   45.2    189.0 0.065      92.4 3.23    24.00     0.127    1.367 
0.7L    :  81.43
    223.9    6.5   47.6   10.850  23.9   0.16e-3 29.6    104.8     0.269    0.413      0.00
   7006.9    6.7   44.3    189.0 0.082     120.1 4.29    24.00     0.127    1.227 
0.8L    :  93.06
    287.3    6.5   45.8   10.850  23.9  -0.06e-3 28.8    160.0     0.414    0.620      0.00
   5398.0    6.7   42.4    189.0 0.113     135.3 5.04    24.00     0.127    1.249 
0.9L    : 104.70
    352.2    6.5   47.9    9.076  23.9  -0.14e-3 28.5    216.1     0.527    0.827      0.00
   3003.9    6.6   44.6    189.0 0.134     151.4 5.36    12.00     0.127    1.314 
Critical: 111.79
    393.8    6.5   48.8    5.917  23.9  -0.09e-3 28.7    261.7     0.616    1.760      0.00
   1114.6    4.7   46.5    189.0 0.144     152.0 5.16    12.00     0.127    1.694 
Transfer: 113.33
    403.0    6.5   48.8    5.401  23.9  -0.07e-3 28.8    274.6     0.646    1.760      0.00
    700.2    4.3   46.7    189.0 0.147     149.2 5.05    12.00     0.127    1.663 
Bearing : 115.67
    416.7    6.5   48.8    1.197   5.3   6.00e-3 50.0    431.0     2.125    4.693      0.00
      0.0    1.0   48.3     41.9 0.153      26.7 0.87    12.00     0.127    1.623 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 2042.21
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    4.08
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 4
(Beam and Slab effects are INCLUDED in Vu).
Computed Interface width considered to be engaged in shear transfer, bvi = 34.00(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
    416.7      9.58     48.83    0.98       48.34    24.00      0.340      2.343      0.012      0.000*
Transfer:      2.33
    403.0      9.59     48.83    4.29       46.69    24.00      0.340      2.347      0.014      1.760 
Critical:      3.87
    393.9      9.42     48.83    4.71       46.47    24.00      0.340      2.290      0.000      1.760 
0.1L    :     10.97
    352.2      8.78     47.88    6.63       44.56    24.00      0.340      2.077      0.000      0.827 
0.2L    :     22.60
    287.3      7.52     45.79    6.71       42.43    24.00      0.340      1.658      0.000      0.620 
0.3L    :     34.23
    223.9      5.62     47.62    6.72       44.25    24.00      0.340      1.024      0.000      0.413 
0.4L    :     45.87
    162.1      3.99     48.53    6.73       45.17    24.00      0.340      0.479      0.000      0.413 
0.5L    :     57.50
    101.8      2.50     48.53    6.73       45.17    24.00      0.340      0.000      0.000      0.413 
0.6L    :     69.13
    162.1      3.99     48.53    6.73       45.17    24.00      0.340      0.479      0.000      0.413 
0.7L    :     80.77
    223.9      5.62     47.62    6.72       44.25    24.00      0.340      1.024      0.000      0.413 
0.8L    :     92.40
    287.3      7.52     45.79    6.71       42.43    24.00      0.340      1.658      0.000      0.620 
0.9L    :    104.03
    352.2      8.78     47.88    6.63       44.56    24.00      0.340      2.077      0.000      0.827 
Critical:    111.13
    393.9      9.42     48.83    4.71       46.47    24.00      0.340      2.290      0.000      1.760 
Transfer:    112.67
    403.0      9.59     48.83    4.29       46.69    24.00      0.340      2.347      0.014      1.760 
Bearing :    115.00
    416.7      9.58     48.83    0.98       48.34    24.00      0.340      2.343      0.012      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.97 ft
Prestress      :       2.564  1.80      4.616  2.20      5.642
Self Wt.       :      -0.960  1.85     -1.777  2.40     -2.305
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.604            2.839            3.337
 
At 0.2 x L = 22.60 ft
Prestress      :       4.595  1.80      8.271  2.20     10.108
Self Wt.       :      -1.797  1.85     -3.325  2.40     -4.314
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.797            4.945            5.795
 
At 0.3 x L = 34.23 ft
Prestress      :       6.026  1.80     10.846  2.20     13.256
Self Wt.       :      -2.431  1.85     -4.496  2.40     -5.833
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          :       3.595            6.350            7.423
 
At 0.4 x L = 45.87 ft
Prestress      :       6.889  1.80     12.401  2.20     15.157
Self Wt.       :      -2.828  1.85     -5.231  2.40     -6.786
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          :       4.062            7.170            8.371
 
At 0.5 x L = 57.50 ft
Prestress      :       7.200  1.80     12.960  2.20     15.840
Self Wt.       :      -2.969  1.85     -5.493  2.40     -7.126
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          :       4.231            7.467            8.714
 
At 0.6 x L = 69.13 ft
Prestress      :       6.889  1.80     12.401  2.20     15.157
Self Wt.       :      -2.828  1.85     -5.231  2.40     -6.786
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          :       4.062            7.170            8.371
 
At 0.7 x L = 80.77 ft
Prestress      :       6.026  1.80     10.846  2.20     13.256
Self Wt.       :      -2.431  1.85     -4.496  2.40     -5.833
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          :       3.595            6.350            7.423
 
At 0.8 x L = 92.40 ft
Prestress      :       4.595  1.80      8.271  2.20     10.108
Self Wt.       :      -1.797  1.85     -3.325  2.40     -4.314
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.797            4.945            5.795
 
At 0.9 x L = 104.03 ft
Prestress      :       2.564  1.80      4.616  2.20      5.642
Self Wt.       :      -0.960  1.85     -1.777  2.40     -2.305
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.604            2.839            3.337
 

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
   704.7    42.3  6.821  260.8    5.2   4.29   5955.8  0.027T 1.00       -       -     -     -  
H/2     :   2.22
   670.3    42.3  6.556  261.1    5.0   4.13   5741.3  0.028T 1.00       -       -     -     -  
0.1L    :  10.97
  3049.5    43.8 10.736  256.2    8.0   6.63   9277.3  0.016T 1.00       -       -     -     -  
0.2L    :  22.60
  5560.2    45.8 10.850  256.6    8.1   6.71   9846.0  0.016T 1.00    447.1   447.1   22.02    -  
0.3L    :  34.23
  7326.0    47.6 10.850  257.1    8.1   6.72  10288.2  0.016T 1.00    172.7   172.7   59.59    -  
0.4L    :  45.87
  8383.4    48.5 10.850  257.3    8.1   6.73  10509.4  0.016T 1.00     11.1    11.1  943.37    -  
0.5L    :  57.50
  8711.5    48.5 10.850  257.3    8.1   6.73  10509.4  0.016T 1.00    -51.6   -51.6 -203.70  1.21*
0.6L    :  69.13
  8383.4    48.5 10.850  257.3    8.1   6.73  10509.4  0.016T 1.00     11.1    11.1  943.36    -  
0.7L    :  80.77
  7326.0    47.6 10.850  257.1    8.1   6.72  10288.2  0.016T 1.00    172.7   172.7   59.59    -  
0.8L    :  92.40
  5560.2    45.8 10.850  256.6    8.1   6.71   9846.0  0.016T 1.00    447.1   447.1   22.02    -  
0.9L    : 104.03
  3049.5    43.8 10.736  256.2    8.0   6.63   9277.3  0.016T 1.00    867.7   867.7   10.69    -  
H/2     : 112.78
   670.3    42.3  6.556  261.1    5.0   4.13   5741.3  0.028T 1.00       -       -     -     -  
Transfer: 112.67
   704.7    42.3  6.821  260.8    5.2   4.29   5955.8  0.027T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 4; Groups 1-25; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.106    0.474
        M   2.00 Fb     0.123   -0.173
 
  2   2 E  42.00 Ft     0.447    0.760
        M  10.00 Fb     0.056   -0.195
 
  3   2 E  40.00 Ft     0.764    1.024
        M   8.00 Fb     0.007   -0.199
 
  4   2 E  38.00 Ft     1.059    1.265
        M   6.00 Fb    -0.022   -0.185
 
  5   2 E  36.00 Ft     1.330    1.482
        M   4.00 Fb    -0.033   -0.152
 
  6   2 E  34.00 Ft     1.579    1.677
        M   2.00 Fb    -0.026   -0.101
 
  7   2 E   8.00 Ft     1.554    1.653
        M   8.00 Fb     0.203    0.125
 
  8   2 E   8.00 Ft     1.529    1.630
        M   8.00 Fb     0.431    0.351
 
  9   2 E   6.00 Ft     1.481    1.583
        M   6.00 Fb     0.679    0.595
 
 10   2 E   6.00 Ft     1.433    1.536
        M   6.00 Fb     0.926    0.840
 
 11   2 E   6.00 Ft     1.385    1.490
        M   6.00 Fb     1.174    1.084
 
 12   2 E   6.00 Ft     1.337    1.443
        M   6.00 Fb     1.421    1.329
 
 13   2 E   6.00 Ft     1.289    1.397
        M   6.00 Fb     1.668    1.573
 
 14   2 E   6.00 Ft     1.241    1.350
        M   6.00 Fb     1.916    1.818
 
 15   2 E   4.00 Ft     1.170    1.281
        M   4.00 Fb     2.182    2.081
 
 16   2 E   4.00 Ft     1.170    1.211
        M   4.00 Fb     2.182    2.345
 
 17   2 E   4.00 Ft     1.099    1.141
        M   4.00 Fb     2.448    2.608
 
 18   2 E   4.00 Ft     1.028    1.071
        M   4.00 Fb     2.714    2.871
 
 19   2 E   4.00 Ft     0.957    1.002
        M   4.00 Fb     2.980    3.134
 
 20   2 E   4.00 Ft     0.886    0.932
        M   4.00 Fb     3.246    3.397
 
 21   2 E   2.00 Ft     0.792    0.840
        M   2.00 Fb     3.531    3.679
 
 22   2 E   2.00 Ft     0.698    0.747
        M   2.00 Fb     3.815    3.960
 
 23   2 E   2.00 Ft     0.604    0.654
        M   2.00 Fb     4.100    4.241
 
 24   2 E   2.00 Ft     0.509    0.562
        M   2.00 Fb     4.385    4.523
 
 25   2 E   2.00 Ft     0.415    0.468
        M   2.00 Fb     4.671    4.806
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 116.33            Release Length, ft: 116.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  50
No. of strands, Draped:  10           No. of strands, Straight:  40
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.5 ksi  f'ct   4.5 ksi
Initial losses: 10.26 %               Final losses: 15.50 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.790     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.415       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 10509.42     8711.53     Midspan     OK
Note: Check minimum reinforcement criteria
(LRFD Art. 5.6.3.3) in Ultimate Moment detailed report.
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      16.67 %               OK
      Max. Debond Total                    25.00 %       4.00 %               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:   2.700  -0.000     Bearing    2.025   0.275     Midspan
    Pre.Top:   5.700  -0.000     Bearing    4.275   3.627     Midspan
    Pre.Bot:   5.700  -0.000     Bearing    4.275   3.802    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.403  -0.000     Bearing
    Pre.Top:  -0.586  -0.000     Bearing
    Pre.Bot:  -0.586  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.800   2.199     Midspan
    Pre.Bot:                                                             3.800   1.792    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  57.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.200  1.80     12.960  2.20     15.840
Self Wt.       :      -2.969  1.85     -5.493  2.40     -7.126
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          :       4.231            7.467            8.714
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  43.17 ft
Type      : I-Girder                            Curb-to-curb       =  40.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.04/  3.51 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  =  96.360 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  115.00
     DC  Line       0.075      0.00       0.075  115.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    57.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 116.330 ft
Release length = 116.330 ft
Design  length = 115.000 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)  : 0.668   (Calculated)    
Live Moment (1  lane  loaded)  : 0.792   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.936   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.036   (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           1288.7 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           443165 in4#
Ht. of c.g.           =        20.74 in             33.96 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1516.2 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 = 0.7815

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    10.97    22.60    34.23    45.87    57.50
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    702.0    737.9    736.1    739.9    739.9    739.9    739.9    739.9
  Yb      ,  in    20.60    20.13    20.15    20.00    19.88    19.76    19.70    19.70
  MI(Ixx) , in4   179868   183139   182971   184863   186894   189225   190504   190504
Composite: (At Final, using Ec =  5675.6 ksi )
  Area    , in2   1298.0   1330.6   1328.9   1332.3   1332.3   1332.3   1332.3   1332.3
  Yb      ,  in    33.80    33.24    33.26    33.15    33.09    33.03    33.00    33.00
  MI(Ixx) , in4   447896   464695   463852   468854   472802   477031   479251   479251

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.50 ksi           4.50 ksi
  Elasticity         =    5675.61 ksi        4435.31 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.70 ksi           2.70 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.28 ksi           2.03 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.80 ksi           1.80 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.59 ksi          -0.40 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  50 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 40.72 ft from member end )
END PATTERN (Ycg = 11.12 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     4 @  8.000 in
     2 @ 34.000 in     2 @ 36.000 in     2 @ 38.000 in     2 @ 40.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.72 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     4 @  8.000 in

SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
16      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
25      2     2.00 in  2.00 in   0.00 ft    0.00 ft   5.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.1 ksi
Total Strand Area     =   10.85 in2      Initial Pull          =     2127.8 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.496 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.370 ft
Holddown Force        =  27.800 kips     Beam Shrtng (PL/AE)   =      0.769 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)       
--------------------------------------------------------------------------------------
      5818.244         740 4305.500     20.699 83830.484  1166.784     736.361        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.25       0.1250      1.2500     No
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.5000      2.9167    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.9167      4.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.9167     14.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     23.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      23.6667     31.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      31.1667     85.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      85.1634     92.6634    Yes
      2      US#5[M16]       60.00        0.62      12.00      92.6634    101.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00     101.6634    111.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00     111.4134    113.4134    Yes
      2      US#6[M19]       60.00        0.88       5.00     113.4134    113.8301    Yes
      2      US#6[M19]       60.00        0.88       3.00     113.8301    115.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     115.0801    116.2051     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 116.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 10.8500 in2       Ycg =  4.72 in
         P_init    =     2127.8 kips  Ecc = 16.02 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.11 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.705 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.13 ksi    0.00 ksi
    due to Composite Loads                                 -2.68 ksi    0.00 ksi
    due to Live Loads                                      -7.75 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                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.09 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.11 ksi  (10.26 %)             9.99 ksi ( 5.09 %)
Total Prestress Losses                                    30.10 ksi (15.35 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.1 ksi < 0.75 fpu, OK 
     initial fpe = 166.0 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   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0    94.8    90.2   411.1   752.4   996.2  1142.5  1191.3
(Max)       V      41.4    39.8    39.8    33.5    25.1    16.8     8.4     0.0
DL-Prec.  : M       0.0    14.5    13.8    62.9   115.2   152.5   174.8   182.3
DC(Max)     V       6.3     6.1     6.1     5.1     3.8     2.6     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   104.7    99.5   453.9   830.7  1099.9  1261.4  1315.3
Haunch (Max)V      45.7    43.9    44.0    37.0    27.8    18.5     9.3     0.0
Diaphragm : M       0.0     0.3     0.3     1.4     2.8     4.3     5.7     7.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    38.9    37.0   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.4    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.0    20.0    91.3   167.1   221.2   253.7   264.5
DW(Max)     V       9.2     8.8     8.8     7.4     5.6     3.7     1.9     0.0
LL + I    : M+      0.0   224.8   213.9   970.4  1761.6  2307.7  2633.1  2723.7
            V     129.2   125.6   125.8   112.1    94.4    76.8    52.2    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   129.2   125.6   125.8   112.1    95.7    80.1    65.2    51.1
            M      -0.0   221.9   211.1   940.2  1653.9  2095.9  2286.3  2245.7
Total     : M+      0.0   499.1   474.7  2159.9  3938.9  5191.0  5940.6  6173.6
            V     249.1   240.6   241.0   209.1   167.2   125.4    76.5    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   249.1   240.6   241.0   209.1   168.5   128.6    89.5    51.2
            M      -0.0   496.1   472.0  2129.6  3831.2  4979.2  5593.8  5695.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.78  112.67  115.00
Self wt.  : M    1142.5   996.2   752.4   411.1    90.2    94.8     0.0
(Max)       V       8.4    16.8    25.1    33.5    39.8    39.8    41.4
DL-Prec.  : M     174.8   152.5   115.2    62.9    13.8    14.5     0.0
DC(Max)     V       1.3     2.6     3.8     5.1     6.1     6.1     6.3
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    1261.4  1099.9   830.7   453.9    99.5   104.7     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    44.0    43.9    45.7
Diaphragm : M       5.7     4.3     2.8     1.4     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     469.3   409.2   309.1   168.9    37.0    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.4    16.3    17.0
DL-Comp   : M     253.7   221.2   167.1    91.3    20.0    21.0     0.0
DW(Max)     V       1.9     3.7     5.6     7.4     8.8     8.8     9.2
LL + I    : M+   2633.1  2307.7  1761.6   970.4   213.9   224.8     0.0
            V      52.2    76.8    94.4   112.1   125.8   125.6   129.2
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    65.2    80.1    95.7   112.1   125.8   125.6   129.2
            M    2286.3  2095.9  1653.9   940.2   211.1   221.9    -0.0
Total     : M+   5940.6  5191.0  3938.9  2159.9   474.7   499.1     0.0
            V      76.5   125.4   167.2   209.1   241.0   240.6   249.1
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    89.5   128.6   168.5   209.1   241.0   240.6   249.1
            M    5593.8  4979.2  3831.2  2129.6   472.0   496.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.4             41.4
Deck+Haunch            45.7             45.7
Diaphragm               0.1              0.1
DL-Prec.(DC)            6.3              6.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           85.1             85.1
DL-Comp.(DW)           46.0             46.0
Live                  103.0            103.0
        Truck          66.2             66.2
        Lane           36.8             36.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0    94.8    90.2   411.1   752.4   996.2  1142.5  1191.3
(Max)       V      41.4    39.8    39.8    33.5    25.1    16.8     8.4     0.0
DL-Prec.  : M       0.0    14.5    13.8    62.9   115.2   152.5   174.8   182.3
DC(Max)     V       6.3     6.1     6.1     5.1     3.8     2.6     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   104.7    99.5   453.9   830.7  1099.9  1261.4  1315.3
Haunch (Max)V      45.7    43.9    44.0    37.0    27.8    18.5     9.3     0.0
Diaphragm : M       0.0     0.3     0.3     1.4     2.8     4.3     5.7     7.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    38.9    37.0   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.4    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.0    20.0    91.3   167.1   221.2   253.7   264.5
DW(Max)     V       9.2     8.8     8.8     7.4     5.6     3.7     1.9     0.0
LL + I    : M+      0.0   179.9   171.1   776.3  1409.3  1846.2  2106.5  2179.0
            V     103.4   100.5   100.6    89.6    75.5    61.4    41.7    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   103.4   100.5   100.6    89.7    76.5    64.0    52.1    40.9
            M      -0.0   177.5   168.9   752.1  1323.1  1676.7  1829.1  1796.6
Total     : M+      0.0   454.1   431.9  1965.8  3586.6  4729.5  5413.9  5628.8
            V     223.3   215.5   215.9   186.7   148.3   110.0    66.1    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   223.3   215.5   215.9   186.7   149.4   112.6    76.5    41.0
            M      -0.0   451.7   429.7  1941.6  3500.4  4560.0  5136.6  5246.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.78  112.67  115.00
Self wt.  : M    1142.5   996.2   752.4   411.1    90.2    94.8     0.0
(Max)       V       8.4    16.8    25.1    33.5    39.8    39.8    41.4
DL-Prec.  : M     174.8   152.5   115.2    62.9    13.8    14.5     0.0
DC(Max)     V       1.3     2.6     3.8     5.1     6.1     6.1     6.3
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    1261.4  1099.9   830.7   453.9    99.5   104.7     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    44.0    43.9    45.7
Diaphragm : M       5.7     4.3     2.8     1.4     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     469.3   409.2   309.1   168.9    37.0    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.4    16.3    17.0
DL-Comp   : M     253.7   221.2   167.1    91.3    20.0    21.0     0.0
DW(Max)     V       1.9     3.7     5.6     7.4     8.8     8.8     9.2
LL + I    : M+   2106.5  1846.2  1409.3   776.3   171.1   179.9     0.0
            V      41.7    61.4    75.5    89.6   100.6   100.5   103.4
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    52.1    64.0    76.5    89.7   100.6   100.5   103.4
            M    1829.1  1676.7  1323.1   752.1   168.9   177.5    -0.0
Total     : M+   5413.9  4729.5  3586.6  1965.8   431.9   454.1     0.0
            V      66.1   110.0   148.3   186.7   215.9   215.5   223.3
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    76.5   112.6   149.4   186.7   215.9   215.5   223.3
            M    5136.6  4560.0  3500.4  1941.6   429.7   451.7    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   118.5   112.7   513.9   940.6  1245.3  1428.2  1489.1
(Max)       V      51.8    49.7    49.8    41.9    31.4    21.0    10.5     0.0
Self wt.  : M       0.0    85.3    81.1   370.0   677.2   896.6  1028.3  1072.2
(Min)       V      37.3    35.8    35.9    30.2    22.6    15.1     7.5     0.0
DL-Prec.  : M       0.0    18.1    17.2    78.6   143.9   190.6   218.6   227.9
DC(Max)     V       7.9     7.6     7.6     6.4     4.8     3.2     1.6     0.0
DL-Prec.  : M       0.0    13.1    12.4    56.6   103.6   137.2   157.4   164.1
DC(Min)     V       5.7     5.5     5.5     4.6     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   130.8   124.4   567.4  1038.4  1374.9  1576.8  1644.1
Haunch (Max)V      57.2    54.9    55.0    46.3    34.7    23.1    11.6     0.0
Deck +    : M       0.0    94.2    89.6   408.5   747.7   989.9  1135.3  1183.7
Haunch (Min)V      41.2    39.5    39.6    33.3    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.4     0.3     1.7     3.5     5.3     7.2     9.0
(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     1.2     2.5     3.9     5.2     6.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    48.7    46.3   211.1   386.3   511.5   586.6   611.7
DC(Max)     V      21.3    20.4    20.5    17.2    12.9     8.6     4.3     0.0
DL-Comp   : M       0.0    35.0    33.3   152.0   278.2   368.3   422.4   440.4
DC(Min)     V      15.3    14.7    14.7    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    31.6    30.0   136.9   250.6   331.8   380.5   396.7
DW(Max)     V      13.8    13.2    13.3    11.2     8.4     5.6     2.8     0.0
DL-Comp   : M       0.0    13.7    13.0    59.3   108.6   143.8   164.9   171.9
DW(Min)     V       6.0     5.7     5.7     4.8     3.6     2.4     1.2     0.0
LL + I    : M+      0.0   393.5   374.3  1698.2  3082.8  4038.5  4607.9  4766.5
            V     226.2   219.8   220.1   196.1   165.2   134.4    91.3    60.5
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   226.2   219.8   220.1   196.1   167.5   140.1   114.1    89.4
            M      -0.0   388.3   369.5  1645.3  2894.3  3667.8  4001.1  3930.0
Total     : M+      0.0   741.5   705.4  3207.9  5846.2  7697.9  8805.7  9145.0
            V     378.3   365.7   366.4   319.2   257.6   196.0   122.2    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   378.3   365.7   366.4   319.3   259.9   201.7   145.0    89.5
            M      -0.0   736.3   700.5  3155.0  5657.7  7327.2  8198.9  8308.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.78  112.67  115.00
Self wt.  : M    1428.2  1245.3   940.6   513.9   112.7   118.5     0.0
(Max)       V      10.5    21.0    31.4    41.9    49.8    49.7    51.8
Self wt.  : M    1028.3   896.6   677.2   370.0    81.1    85.3     0.0
(Min)       V       7.5    15.1    22.6    30.2    35.9    35.8    37.3
DL-Prec.  : M     218.6   190.6   143.9    78.6    17.2    18.1     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.6     7.6     7.9
DL-Prec.  : M     157.4   137.2   103.6    56.6    12.4    13.1     0.0
DC(Min)     V       1.2     2.3     3.5     4.6     5.5     5.5     5.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1576.8  1374.9  1038.4   567.4   124.4   130.8     0.0
Haunch (Max)V      11.6    23.1    34.7    46.3    55.0    54.9    57.2
Deck +    : M    1135.3   989.9   747.7   408.5    89.6    94.2     0.0
Haunch (Min)V       8.3    16.7    25.0    33.3    39.6    39.5    41.2
Diaphragm : M       7.2     5.3     3.5     1.7     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       5.2     3.9     2.5     1.2     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     586.6   511.5   386.3   211.1    46.3    48.7     0.0
DC(Max)     V       4.3     8.6    12.9    17.2    20.5    20.4    21.3
DL-Comp   : M     422.4   368.3   278.2   152.0    33.3    35.0     0.0
DC(Min)     V       3.1     6.2     9.3    12.4    14.7    14.7    15.3
DL-Comp   : M     380.5   331.8   250.6   136.9    30.0    31.6     0.0
DW(Max)     V       2.8     5.6     8.4    11.2    13.3    13.2    13.8
DL-Comp   : M     164.9   143.8   108.6    59.3    13.0    13.7     0.0
DW(Min)     V       1.2     2.4     3.6     4.8     5.7     5.7     6.0
LL + I    : M+   4607.9  4038.5  3082.8  1698.2   374.3   393.5     0.0
            V      91.3   134.4   165.2   196.1   220.1   219.8   226.2
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   114.1   140.1   167.5   196.1   220.1   219.8   226.2
            M    4001.1  3667.8  2894.3  1645.3   369.5   388.3    -0.0
Total     : M+   8805.7  7697.9  5846.2  3207.9   705.3   741.5     0.0
            V     122.2   196.0   257.6   319.2   366.4   365.7   378.3
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   145.0   201.7   259.9   319.3   366.4   365.7   378.3
            M    8198.9  7327.2  5657.7  3154.9   700.5   736.3    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               51.8             51.8
Deck+Haunch            57.2             57.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            7.9              7.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          106.4            106.4
DL-Comp.(DW)           69.0             69.0
Live                  180.2            180.2
        Truck         115.8            115.8
        Lane           64.4             64.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0    94.8    90.2   411.1   752.4   996.2  1142.5  1191.3
(Max)       V      41.4    39.8    39.8    33.5    25.1    16.8     8.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    14.5    13.8    62.9   115.2   152.5   174.8   182.3
DC(Max)     V       6.3     6.1     6.1     5.1     3.8     2.6     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   104.7    99.5   453.9   830.7  1099.9  1261.4  1315.3
Haunch (Max)V      45.7    43.9    44.0    37.0    27.8    18.5     9.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.4     2.8     4.3     5.7     7.2
(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    38.9    37.0   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.4    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    21.0    20.0    91.3   167.1   221.2   253.7   264.5
DW(Max)     V       9.2     8.8     8.8     7.4     5.6     3.7     1.9     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   218.6   208.0   933.5  1664.2  2172.8  2442.6  2445.3
            V     126.3   123.1   123.3   111.3    96.3    73.0    58.0    43.0
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   126.3   123.1   123.3   111.3    96.3    81.3    66.3    51.3
            M       0.0   218.6   208.0   933.5  1664.2  2127.8  2324.4  2254.0
Total     : M+      0.0   492.8   468.8  2122.9  3841.4  5056.1  5750.1  5895.1
            V     246.2   238.1   238.5   208.3   169.1   121.6    82.3    43.1
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   246.2   238.1   238.5   208.3   169.1   129.8    90.6    51.4
            M       0.0   492.8   468.8  2122.9  3841.4  5011.1  5631.9  5703.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.78  112.67  115.00
Self wt.  : M    1142.5   996.2   752.4   411.1    90.2    94.8     0.0
(Max)       V       8.4    16.8    25.1    33.5    39.8    39.8    41.4
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     174.8   152.5   115.2    62.9    13.8    14.5     0.0
DC(Max)     V       1.3     2.6     3.8     5.1     6.1     6.1     6.3
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    1261.4  1099.9   830.7   453.9    99.5   104.7     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    44.0    43.9    45.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.7     4.3     2.8     1.4     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     469.3   409.2   309.1   168.9    37.0    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.4    16.3    17.0
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     253.7   221.2   167.1    91.3    20.0    21.0     0.0
DW(Max)     V       1.9     3.7     5.6     7.4     8.8     8.8     9.2
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+   2442.6  2172.8  1664.1   933.5   208.0   218.6     0.0
            V      58.0    73.0    96.3   111.3   123.3   123.1   126.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    66.3    81.3    96.3   111.3   123.3   123.1   126.3
            M    2324.4  2127.8  1664.1   933.5   208.0   218.6     0.0
Total     : M+   5750.1  5056.1  3841.4  2122.9   468.8   492.8     0.0
            V      82.3   121.6   169.1   208.3   238.5   238.1   246.2
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    90.6   129.8   169.1   208.3   238.5   238.1   246.2
            M    5631.9  5011.1  3841.4  2122.9   468.8   492.8     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   11.63   23.27   34.90   46.53   58.17   40.72
 
Beam-Self
Precast-top    0.200   0.712   1.258   1.639   1.865   1.943   1.771 
Bottom        -0.162  -0.570  -0.996  -1.283  -1.452  -1.513  -1.382 
 
Prestress
Precast-top    0.215  -0.206  -0.675  -1.133  -1.357  -1.357  -1.357 
Bottom         4.833   5.340   5.686   6.014   6.172   6.172   6.172 
 
Total
Precast-top    0.415   0.507   0.583   0.506   0.508   0.585   0.413 
Bottom         4.671   4.771   4.690   4.731   4.720   4.659   4.790 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.05 %)
             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   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.024   0.023   0.105   0.190   0.251   0.286   0.299 
Precast-top    0.064   0.552   0.532   1.410   2.307   2.822   3.170   3.357 
Bottom         0.969   3.820   3.685   3.163   2.316   1.823   1.500   1.336 
 

 
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   11.63   23.27   34.90   46.53   58.17   40.72
 
Beam-Self
Precast-top    0.200   0.712   1.258   1.639   1.865   1.943   1.771 
Bottom        -0.162  -0.570  -0.996  -1.283  -1.452  -1.513  -1.382 
 
Prestress
Precast-top    0.215  -0.206  -0.675  -1.133  -1.357  -1.357  -1.357 
Bottom         4.833   5.340   5.686   6.014   6.172   6.172   6.172 
 
Total
Precast-top    0.415   0.507   0.583   0.506   0.508   0.585   0.413 
Bottom         4.671   4.771   4.690   4.731   4.720   4.659   4.790 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.05 %)
             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   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22   10.97   22.60   34.23   45.87   57.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.100   0.096   0.428   0.761   0.989   1.111   1.118 
Precast-top    0.032   0.342   0.329   0.988   1.657   2.065   2.319   2.413 
Bottom         0.484   1.722   1.663   0.789  -0.240  -0.894  -1.268  -1.352 
 

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
    378.3    6.5   48.8    1.204   5.3   6.00e-3 50.0    388.4     1.917    4.693      0.00
      0.0    1.1   48.3     41.9 0.139      26.7 0.87    12.00     0.127    1.786 
Transfer:   3.00
    365.7    6.5   48.8    5.433  23.9  -0.09e-3 28.7    231.2     0.545    1.760      0.00
    736.3    4.8   46.4    189.0 0.133     151.3 5.15    12.00     0.127    1.822 
Critical:   4.51
    357.5    6.5   48.8    5.943  23.9  -0.12e-3 28.6    219.1     0.517    1.760      0.00
   1165.2    5.3   46.2    189.0 0.131     154.2 5.27    12.00     0.127    1.855 
0.1L    :  11.63
    319.3    6.5   47.9    9.078  23.9  -0.14e-3 28.5    180.4     0.443    0.827      0.00
   3155.0    7.4   44.2    189.0 0.121     150.5 5.38    24.00     0.127    1.439 
0.2L    :  23.27
    259.9    6.5   45.8   10.850  23.9  -0.05e-3 28.8    132.0     0.346    0.620      0.00
   5657.7    7.5   42.0    189.0 0.102     132.8 4.99    24.00     0.127    1.363 
0.3L    :  34.90
    201.7    6.5   47.6   10.850  23.9   0.43e-3 30.5     99.3     0.267    0.413      0.00
   7327.2    7.5   43.9    189.0 0.074     100.9 3.63    24.00     0.127    1.243 
0.4L    :  46.53
    145.0    6.5   48.5   10.850   0.0   0.94e-3 32.3     81.4     0.230    0.413      0.00
   8198.9    7.5   44.8    189.0 0.058      79.6 2.81    24.00     0.127    1.403 
0.5L    :  58.17
     89.5    6.5   48.5   10.850   0.0   0.86e-3 32.0     16.8     0.127    0.413      0.00
   8308.5    7.5   44.8    189.0 0.036      82.7 2.92    24.00     0.127    2.319 
0.6L    :  69.80
    145.0    6.5   48.5   10.850   0.0   0.94e-3 32.3     81.4     0.230    0.413      0.00
   8198.9    7.5   44.8    189.0 0.058      79.6 2.81    24.00     0.127    1.403 
0.7L    :  81.43
    201.7    6.5   47.6   10.850  23.9   0.43e-3 30.5     99.3     0.267    0.413      0.00
   7327.2    7.5   43.9    189.0 0.074     100.9 3.63    24.00     0.127    1.243 
0.8L    :  93.06
    259.9    6.5   45.8   10.850  23.9  -0.05e-3 28.8    132.0     0.346    0.620      0.00
   5657.7    7.5   42.0    189.0 0.102     132.8 4.99    24.00     0.127    1.363 
0.9L    : 104.70
    319.3    6.5   47.9    9.078  23.9  -0.14e-3 28.5    180.4     0.443    0.827      0.00
   3154.9    7.4   44.2    189.0 0.121     150.5 5.38    24.00     0.127    1.439 
Critical: 111.82
    357.5    6.5   48.8    5.943  23.9  -0.12e-3 28.6    219.1     0.517    1.760      0.00
   1165.2    5.3   46.2    189.0 0.131     154.2 5.27    12.00     0.127    1.855 
Transfer: 113.33
    365.7    6.5   48.8    5.433  23.9  -0.09e-3 28.7    231.2     0.545    1.760      0.00
    736.3    4.8   46.4    189.0 0.133     151.3 5.15    12.00     0.127    1.822 
Bearing : 115.67
    378.3    6.5   48.8    1.204   5.3   6.00e-3 50.0    388.4     1.917    4.693      0.00
      0.0    1.1   48.3     41.9 0.139      26.7 0.87    12.00     0.127    1.786 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 2042.21
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    4.08
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 5
(Beam and Slab effects are INCLUDED in Vu).
Computed Interface width considered to be engaged in shear transfer, bvi = 34.00(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
    378.3      8.71     48.83    1.10       48.28    24.00      0.340      2.052      0.000      0.000*
Transfer:      2.33
    365.7      8.76     48.83    4.83       46.41    24.00      0.340      2.069      0.000      1.760 
Critical:      3.85
    357.6      8.60     48.83    5.29       46.18    24.00      0.340      2.018      0.000      1.760 
0.1L    :     10.97
    319.3      8.03     47.88    7.42       44.17    24.00      0.340      1.828      0.000      0.827 
0.2L    :     22.60
    259.9      6.87     45.79    7.51       42.03    24.00      0.340      1.440      0.000      0.620 
0.3L    :     34.23
    201.7      5.11     47.62    7.52       43.85    24.00      0.340      0.854      0.000      0.413 
0.4L    :     45.87
    145.0      3.60     48.53    7.53       44.76    24.00      0.340      0.349      0.000      0.413 
0.5L    :     57.50
     89.5      2.22     48.53    7.53       44.76    24.00      0.340      0.000      0.000      0.413 
0.6L    :     69.13
    145.0      3.60     48.53    7.53       44.76    24.00      0.340      0.349      0.000      0.413 
0.7L    :     80.77
    201.7      5.11     47.62    7.52       43.85    24.00      0.340      0.854      0.000      0.413 
0.8L    :     92.40
    259.9      6.87     45.79    7.51       42.03    24.00      0.340      1.440      0.000      0.620 
0.9L    :    104.03
    319.3      8.03     47.88    7.42       44.17    24.00      0.340      1.828      0.000      0.827 
Critical:    111.15
    357.6      8.60     48.83    5.29       46.18    24.00      0.340      2.018      0.000      1.760 
Transfer:    112.67
    365.7      8.76     48.83    4.83       46.41    24.00      0.340      2.069      0.000      1.760 
Bearing :    115.00
    378.3      8.71     48.83    1.10       48.28    24.00      0.340      2.052      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 = 10.97 ft
Prestress      :       2.564  1.80      4.616  2.20      5.642
Self Wt.       :      -0.960  1.85     -1.777  2.40     -2.305
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.604            2.839            3.337
 
At 0.2 x L = 22.60 ft
Prestress      :       4.595  1.80      8.271  2.20     10.108
Self Wt.       :      -1.797  1.85     -3.325  2.40     -4.314
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.797            4.945            5.795
 
At 0.3 x L = 34.23 ft
Prestress      :       6.026  1.80     10.846  2.20     13.256
Self Wt.       :      -2.431  1.85     -4.496  2.40     -5.833
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          :       3.595            6.350            7.423
 
At 0.4 x L = 45.87 ft
Prestress      :       6.889  1.80     12.401  2.20     15.157
Self Wt.       :      -2.828  1.85     -5.231  2.40     -6.786
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          :       4.062            7.170            8.371
 
At 0.5 x L = 57.50 ft
Prestress      :       7.200  1.80     12.960  2.20     15.840
Self Wt.       :      -2.969  1.85     -5.493  2.40     -7.126
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          :       4.231            7.467            8.714
 
At 0.6 x L = 69.13 ft
Prestress      :       6.889  1.80     12.401  2.20     15.157
Self Wt.       :      -2.828  1.85     -5.231  2.40     -6.786
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          :       4.062            7.170            8.371
 
At 0.7 x L = 80.77 ft
Prestress      :       6.026  1.80     10.846  2.20     13.256
Self Wt.       :      -2.431  1.85     -4.496  2.40     -5.833
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          :       3.595            6.350            7.423
 
At 0.8 x L = 92.40 ft
Prestress      :       4.595  1.80      8.271  2.20     10.108
Self Wt.       :      -1.797  1.85     -3.325  2.40     -4.314
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.797            4.945            5.795
 
At 0.9 x L = 104.03 ft
Prestress      :       2.564  1.80      4.616  2.20      5.642
Self Wt.       :      -0.960  1.85     -1.777  2.40     -2.305
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.604            2.839            3.337
 

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
   741.5    42.3  6.861  259.6    5.8   4.83   5923.4  0.023T 1.00       -       -     -     -  
H/2     :   2.22
   705.4    42.3  6.595  260.0    5.6   4.65   5712.4  0.024T 1.00       -       -     -     -  
0.1L    :  10.97
  3207.9    43.8 10.737  254.5    9.0   7.42   9129.9  0.014T 1.00       -       -     -     -  
0.2L    :  22.60
  5846.2    45.8 10.850  255.0    9.1   7.51   9693.2  0.014T 1.00    525.3   525.3   18.45    -  
0.3L    :  34.23
  7697.9    47.6 10.850  255.6    9.1   7.52  10134.3  0.014T 1.00    280.0   280.0   36.19    -  
0.4L    :  45.87
  8805.7    48.5 10.850  255.8    9.1   7.53  10355.1  0.014T 1.00    135.8   135.8   76.26    -  
0.5L    :  57.50
  9145.0    48.5 10.850  255.8    9.1   7.53  10355.1  0.014T 1.00     79.8    79.8  129.68    -  
0.6L    :  69.13
  8805.7    48.5 10.850  255.8    9.1   7.53  10355.1  0.014T 1.00    135.8   135.8   76.26    -  
0.7L    :  80.77
  7697.9    47.6 10.850  255.6    9.1   7.52  10134.3  0.014T 1.00    280.0   280.0   36.19    -  
0.8L    :  92.40
  5846.2    45.8 10.850  255.0    9.1   7.51   9693.2  0.014T 1.00    525.3   525.3   18.45    -  
0.9L    : 104.03
  3207.9    43.8 10.737  254.5    9.0   7.42   9129.9  0.014T 1.00    902.6   902.6   10.12    -  
H/2     : 112.78
   705.3    42.3  6.595  260.0    5.6   4.65   5712.4  0.024T 1.00       -       -     -     -  
Transfer: 112.67
   741.5    42.3  6.861  259.6    5.8   4.83   5923.4  0.023T 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 1-25; Units: ksi )
 
Grp Str    Ys,in       3.00ft   9.00ft

  1   2 E   2.00 Ft     0.106    0.474
        M   2.00 Fb     0.123   -0.173
 
  2   2 E  42.00 Ft     0.447    0.760
        M  10.00 Fb     0.056   -0.195
 
  3   2 E  40.00 Ft     0.764    1.024
        M   8.00 Fb     0.007   -0.199
 
  4   2 E  38.00 Ft     1.059    1.265
        M   6.00 Fb    -0.022   -0.185
 
  5   2 E  36.00 Ft     1.330    1.482
        M   4.00 Fb    -0.033   -0.152
 
  6   2 E  34.00 Ft     1.579    1.677
        M   2.00 Fb    -0.026   -0.101
 
  7   2 E   8.00 Ft     1.554    1.653
        M   8.00 Fb     0.203    0.125
 
  8   2 E   8.00 Ft     1.529    1.630
        M   8.00 Fb     0.431    0.351
 
  9   2 E   6.00 Ft     1.481    1.583
        M   6.00 Fb     0.679    0.595
 
 10   2 E   6.00 Ft     1.433    1.536
        M   6.00 Fb     0.926    0.840
 
 11   2 E   6.00 Ft     1.385    1.490
        M   6.00 Fb     1.174    1.084
 
 12   2 E   6.00 Ft     1.337    1.443
        M   6.00 Fb     1.421    1.329
 
 13   2 E   6.00 Ft     1.289    1.397
        M   6.00 Fb     1.668    1.573
 
 14   2 E   6.00 Ft     1.241    1.350
        M   6.00 Fb     1.916    1.818
 
 15   2 E   4.00 Ft     1.170    1.281
        M   4.00 Fb     2.182    2.081
 
 16   2 E   4.00 Ft     1.170    1.211
        M   4.00 Fb     2.182    2.345
 
 17   2 E   4.00 Ft     1.099    1.141
        M   4.00 Fb     2.448    2.608
 
 18   2 E   4.00 Ft     1.028    1.071
        M   4.00 Fb     2.714    2.871
 
 19   2 E   4.00 Ft     0.957    1.002
        M   4.00 Fb     2.980    3.134
 
 20   2 E   4.00 Ft     0.886    0.932
        M   4.00 Fb     3.246    3.397
 
 21   2 E   2.00 Ft     0.792    0.840
        M   2.00 Fb     3.531    3.679
 
 22   2 E   2.00 Ft     0.698    0.747
        M   2.00 Fb     3.815    3.960
 
 23   2 E   2.00 Ft     0.604    0.654
        M   2.00 Fb     4.100    4.241
 
 24   2 E   2.00 Ft     0.509    0.562
        M   2.00 Fb     4.385    4.523
 
 25   2 E   2.00 Ft     0.415    0.468
        M   2.00 Fb     4.671    4.806
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 116.33            Release Length, ft: 116.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  50
No. of strands, Draped:  10           No. of strands, Straight:  40
Concrete Strength, f'ci:   7.5  ksi        f'c:   9.5 ksi  f'ct   4.5 ksi
Initial losses: 10.26 %               Final losses: 15.35 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.790     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.415       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 10355.07     9144.96     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      16.67 %               OK
      Max. Debond Total                    25.00 %       4.00 %               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:   2.700  -0.000     Bearing    2.025   0.299     Midspan
    Pre.Top:   5.700  -0.000     Bearing    4.275   3.357     Midspan
    Pre.Bot:   5.700  -0.000     Bearing    4.275   3.820    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.403  -0.000     Bearing
    Pre.Top:  -0.586  -0.000     Bearing
    Pre.Bot:  -0.586  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.800   2.413     Midspan
    Pre.Bot:                                                             3.800   1.722    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  57.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.200  1.80     12.960  2.20     15.840
Self Wt.       :      -2.969  1.85     -5.493  2.40     -7.126
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          :       4.231            7.467            8.714
 
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

