 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTE115 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 115 feet, girder spacing is 9.25 feet, and deck overhang width is 3 
                     feet and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) The hold down points are at 0.35*Lp (Lpis the beam overall length)
                     (9) The beam lifting and supporting points are both assumed are 9 feet and 11 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 5.5 ksi and 6 ksi, respectively.
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_e32.tmp\BTE115-0_35\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       44.000
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.834
Number of spans         =            1
Number of lanes         =            3
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       34.000
Bridge c/s,MI(Ixx), in4 =   4982053.00
 
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-BTE    3.500    807.4   422790.0  63.00  28.75  34.00   8.125
 2               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 3               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 4               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 5               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   8.125
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      6.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4877.010        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      5.500 
Eci ,ksi      =   4738.960
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        0.076    0.00       0.076  115.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  115.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087  115.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  115.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087  115.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  115.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087  115.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  115.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076  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        0.500   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   40.83          -       -    Future Wearing Surface
 
TEMPERATURE LOADS
-----------------
 
LIVE LOADS
----------
Live load deflection: included.
ID: Design Lane (Type: Design Lane)
ID: Design Tandem (Type: Design Tandem)
ID: Design Truck (Type: Design Truck)
 
Pedestrian Load - NONE
 

ANALYSIS DATA:
--------------
ANALYSIS PARAMETERS DATA
------------------------
 
  Truck impact:       1.330 
  Lane  impact:       1.000 
  Strength II impact: 1.330 
  Fatigue impact:     1.150 
 
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
 
  Include sacrificial deck thick in ts:                     NO   
  Is Span Post-tensioned:                                   NO   
  Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO   
  ADTT (Average Daily Truck Traffic)    :                   5000 
  Percent of the specified force effect :                   1.00 
  Apply reduction of Moment for skew:                       NO   
 
NOTE: Beam specific dead and live load DFs are printed in beam level reports.
 
LOAD FACTORS: (Table 3.4.1-1 & 3.4.1-2)
---------------------------------------
 
               Live DC(max) DC(min) DW(max) DW(min) 
----------------------------------------------------
  Service I:   1.00    1.00    1.00    1.00    1.00 
  Service III: 0.80    1.00    1.00    1.00    1.00 
  Strength I:  1.75    1.25    0.90    1.50    0.65 
  Fatigue I:   1.75    -       -       -       -    
 
 
----------
 
  Ductility Factor:  1.00 
  Redundancy Factor: 1.00 
  Importance Factor: 1.00 
 
----------------------------------------------------------------------------------------------------


PROJECT PARAMETERS DATA:
------------------------
SPAN TO DEPTH RATIO (Table 2.5.2.6.3-1):
----------------------------------------
 
  Span Computed Allowable Status 
---------------------------------
     1    0.051     0.045 OK     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              5.50 ksi 
  Elasticity          4739.0 ksi 
  Max comp              3.58 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.56 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      6.00 ksi    4.00 ksi 
  Elasticity 4877.01 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.60 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.70 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.40 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.47 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    5.50        6.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    5.50        6.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    5.50        6.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    5.50        6.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    5.50        6.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 34 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 40.72 ft from member end )
 
END PATTERN (Ycg = 13.18 in):
 
  12 @  2.000 in 10 @  4.000 in 6 @  6.000 in 2 @ 56.000 in 
  2 @ 58.000 in  2 @ 60.000 in                              
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 10 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  27.4199 Yes       
       2 US#5[M16]  60.0  0.62   15.00  27.4199  38.6699 Yes       
       2 US#5[M16]  60.0  0.62   18.00  38.6699  77.6601 Yes       
       2 US#5[M16]  60.0  0.62   15.00  77.6601  88.9101 Yes       
       2 US#5[M16]  60.0  0.62   12.00  88.9101 104.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 104.9134 109.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 109.4134 109.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 109.9550 114.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 114.9550 115.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 115.2050 115.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 115.4550 115.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 115.7050 115.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 115.9550 116.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 116.2050 116.3300 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:
 34 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 40.72 ft from member end )
 
END PATTERN (Ycg = 13.18 in):
 
  12 @  2.000 in 10 @  4.000 in 6 @  6.000 in 2 @ 56.000 in 
  2 @ 58.000 in  2 @ 60.000 in                              
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 10 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  27.4199 Yes       
       2 US#5[M16]  60.0  0.62   15.00  27.4199  38.6699 Yes       
       2 US#5[M16]  60.0  0.62   18.00  38.6699  77.6601 Yes       
       2 US#5[M16]  60.0  0.62   15.00  77.6601  88.9101 Yes       
       2 US#5[M16]  60.0  0.62   12.00  88.9101 104.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 104.9134 109.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 109.4134 109.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 109.9550 114.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 114.9550 115.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 115.2050 115.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 115.4550 115.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 115.7050 115.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 115.9550 116.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 116.2050 116.3300 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:
 34 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 40.72 ft from member end )
 
END PATTERN (Ycg = 13.18 in):
 
  12 @  2.000 in 10 @  4.000 in 6 @  6.000 in 2 @ 56.000 in 
  2 @ 58.000 in  2 @ 60.000 in                              
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 10 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  27.4199 Yes       
       2 US#5[M16]  60.0  0.62   15.00  27.4199  38.6699 Yes       
       2 US#5[M16]  60.0  0.62   18.00  38.6699  77.6601 Yes       
       2 US#5[M16]  60.0  0.62   15.00  77.6601  88.9101 Yes       
       2 US#5[M16]  60.0  0.62   12.00  88.9101 104.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 104.9134 109.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 109.4134 109.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 109.9550 114.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 114.9550 115.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 115.2050 115.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 115.4550 115.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 115.7050 115.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 115.9550 116.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 116.2050 116.3300 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:
 34 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 40.72 ft from member end )
 
END PATTERN (Ycg = 13.18 in):
 
  12 @  2.000 in 10 @  4.000 in 6 @  6.000 in 2 @ 56.000 in 
  2 @ 58.000 in  2 @ 60.000 in                              
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 10 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  27.4199 Yes       
       2 US#5[M16]  60.0  0.62   15.00  27.4199  38.6699 Yes       
       2 US#5[M16]  60.0  0.62   18.00  38.6699  77.6601 Yes       
       2 US#5[M16]  60.0  0.62   15.00  77.6601  88.9101 Yes       
       2 US#5[M16]  60.0  0.62   12.00  88.9101 104.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 104.9134 109.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 109.4134 109.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 109.9550 114.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 114.9550 115.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 115.2050 115.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 115.4550 115.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 115.7050 115.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 115.9550 116.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 116.2050 116.3300 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:
 34 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 40.72 ft from member end )
 
END PATTERN (Ycg = 13.18 in):
 
  12 @  2.000 in 10 @  4.000 in 6 @  6.000 in 2 @ 56.000 in 
  2 @ 58.000 in  2 @ 60.000 in                              
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 10 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  27.4199 Yes       
       2 US#5[M16]  60.0  0.62   15.00  27.4199  38.6699 Yes       
       2 US#5[M16]  60.0  0.62   18.00  38.6699  77.6601 Yes       
       2 US#5[M16]  60.0  0.62   15.00  77.6601  88.9101 Yes       
       2 US#5[M16]  60.0  0.62   12.00  88.9101 104.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 104.9134 109.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 109.4134 109.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 109.9550 114.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 114.9550 115.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 115.2050 115.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 115.4550 115.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 115.7050 115.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 115.9550 116.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 116.2050 116.3300 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-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  115.00
     DC  Line       0.052      0.00       0.052  115.00
     DC  Line       0.076      0.00       0.076  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    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.720   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.909   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.001   (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                  =        807.4 in2           1483.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           972635 in4#
Ht. of c.g.           =        28.75 in             46.31 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1645.9 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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     2.97    10.97    22.60    34.23    45.87    57.50
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    815.6    844.4    844.4    844.4    844.4    844.4    844.4    844.4
  Yb      ,  in    28.59    28.04    28.03    27.95    27.83    27.71    27.65    27.65
  MI(Ixx) , in4   424798   432160   432332   434631   438417   442728   445080   445080
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1491.2   1519.0   1519.0   1519.0   1519.0   1519.0   1519.0   1519.0
  Yb      ,  in    46.13    45.51    45.51    45.46    45.40    45.34    45.30    45.30
  MI(Ixx) , in4   981367  1012583  1012934  1017497  1024569  1032158  1036147  1036147

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  34 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 40.72 ft from member end )
END PATTERN (Ycg = 13.18 in):
    12 @  2.000 in    10 @  4.000 in     6 @  6.000 in     2 @ 56.000 in
     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    10 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    7.38 in2      Initial Pull          =     1446.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.890 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.863 ft
Holddown Force        =  28.037 kips     Beam Shrtng (PL/AE)   =      0.505 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)       
--------------------------------------------------------------------------------------
      3958.195         740 2929.064     24.158 97838.586  1609.732     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       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     27.4199    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.4199     38.6699    Yes
      2      US#5[M16]       60.00        0.62      18.00      38.6699     77.6601    Yes
      2      US#5[M16]       60.00        0.62      15.00      77.6601     88.9101    Yes
      2      US#5[M16]       60.00        0.62      12.00      88.9101    104.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     104.9134    109.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     109.4134    109.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     109.9550    114.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     114.9550    115.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     115.2050    115.4550     No
      2      US#6[M19]       60.00        0.88       3.00     115.4550    115.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     115.7050    115.9550     No
      2      US#6[M19]       60.00        0.88       3.00     115.9550    116.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     116.2050    116.3300     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 = 7.3780 in2       Ycg =  3.65 in
         P_init    =     1446.2 kips  Ecc = 25.10 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.54 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.418 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.08 ksi    0.00 ksi
    due to Composite Loads                                 -2.14 ksi    0.00 ksi
    due to Live Loads                                      -6.21 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.78 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.54 ksi  ( 7.42 %)            10.98 ksi ( 5.60 %)
Total Prestress Losses                                    25.53 ksi (13.02 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.5 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    2.97   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   110.6   139.9   479.8   878.2  1162.7  1333.4  1390.3
(Max)       V      48.4    46.4    45.9    39.1    29.4    19.6     9.8     0.0
DL-Prec.  : M       0.0    21.5    27.1    93.1   170.4   225.6   258.7   269.7
DC(Max)     V       9.4     9.0     8.9     7.6     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   105.9   133.8   459.2   840.4  1112.6  1276.0  1330.5
Haunch (Max)V      46.3    44.4    43.9    37.4    28.1    18.7     9.4     0.0
Diaphragm : M       0.0     0.3     0.4     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    49.2   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.1    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.5    27.2    93.2   170.5   225.8   259.0   270.0
DW(Max)     V       9.4     9.0     8.9     7.6     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   227.1   287.0   980.2  1779.3  2330.9  2659.5  2751.1
            V     125.0   121.4   120.5   108.4    91.3    74.3    50.5    33.4
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   125.0   121.4   120.5   108.4    92.5    77.4    63.0    49.4
            M       0.0   224.1   282.9   949.6  1670.5  2116.9  2309.3  2268.3
Total     : M+      0.0   525.8   664.6  2275.7  4150.7  5471.2  6261.7  6508.2
            V     255.5   246.7   244.3   214.0   170.6   127.2    77.0    33.5
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   255.5   246.7   244.3   214.1   171.8   130.3    89.5    49.5
            M       0.0   522.8   660.5  2245.1  4041.9  5257.2  5911.5  6025.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.03  112.67  115.00
Self wt.  : M    1333.4  1162.7   878.2   479.8   139.9   110.6     0.0
(Max)       V       9.8    19.6    29.4    39.1    45.9    46.4    48.4
DL-Prec.  : M     258.7   225.6   170.4    93.1    27.1    21.5     0.0
DC(Max)     V       1.9     3.8     5.7     7.6     8.9     9.0     9.4
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
Deck +    : M    1276.0  1112.6   840.4   459.2   133.8   105.9     0.0
Haunch (Max)V       9.4    18.7    28.1    37.4    43.9    44.4    46.3
Diaphragm : M       5.7     4.3     2.8     1.4     0.4     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    49.2    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.1    16.3    17.0
DL-Comp   : M     259.0   225.8   170.5    93.2    27.2    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     8.9     9.0     9.4
LL + I    : M+   2659.5  2330.9  1779.3   980.2   287.0   227.1     0.0
            V      50.5    74.3    91.3   108.4   120.5   121.4   125.0
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    63.0    77.4    92.5   108.4   120.5   121.4   125.0
            M    2309.3  2116.9  1670.5   949.6   282.9   224.1     0.0
Total     : M+   6261.7  5471.2  4150.7  2275.7   664.6   525.8     0.0
            V      77.0   127.2   170.6   214.0   244.3   246.7   255.5
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    89.5   130.3   171.8   214.1   244.3   246.7   255.5
            M    5911.5  5257.2  4041.9  2245.1   660.5   522.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               48.4             48.4
Deck+Haunch            46.3             46.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            9.4              9.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           85.1             85.1
DL-Comp.(DW)           47.0             47.0
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    2.97   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   110.6   139.9   479.8   878.2  1162.7  1333.4  1390.3
(Max)       V      48.4    46.4    45.9    39.1    29.4    19.6     9.8     0.0
DL-Prec.  : M       0.0    21.5    27.1    93.1   170.4   225.6   258.7   269.7
DC(Max)     V       9.4     9.0     8.9     7.6     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   105.9   133.8   459.2   840.4  1112.6  1276.0  1330.5
Haunch (Max)V      46.3    44.4    43.9    37.4    28.1    18.7     9.4     0.0
Diaphragm : M       0.0     0.3     0.4     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    49.2   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.1    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.5    27.2    93.2   170.5   225.8   259.0   270.0
DW(Max)     V       9.4     9.0     8.9     7.6     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   181.7   229.6   784.1  1423.5  1864.7  2127.6  2200.9
            V     100.0    97.1    96.4    86.7    73.0    59.4    40.4    26.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   100.0    97.2    96.4    86.7    74.0    61.9    50.4    39.5
            M       0.0   179.3   226.3   759.7  1336.4  1693.5  1847.5  1814.6
Total     : M+      0.0   480.4   607.2  2079.6  3794.8  5005.0  5729.8  5958.0
            V     230.5   222.4   220.2   192.4   152.3   112.3    66.9    26.8
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   230.5   222.4   220.2   192.4   153.3   114.8    76.9    39.6
            M       0.0   478.0   603.9  2055.2  3707.8  4833.8  5449.6  5571.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.03  112.67  115.00
Self wt.  : M    1333.4  1162.7   878.2   479.8   139.9   110.6     0.0
(Max)       V       9.8    19.6    29.4    39.1    45.9    46.4    48.4
DL-Prec.  : M     258.7   225.6   170.4    93.1    27.1    21.5     0.0
DC(Max)     V       1.9     3.8     5.7     7.6     8.9     9.0     9.4
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
Deck +    : M    1276.0  1112.6   840.4   459.2   133.8   105.9     0.0
Haunch (Max)V       9.4    18.7    28.1    37.4    43.9    44.4    46.3
Diaphragm : M       5.7     4.3     2.8     1.4     0.4     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    49.2    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.1    16.3    17.0
DL-Comp   : M     259.0   225.8   170.5    93.2    27.2    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     8.9     9.0     9.4
LL + I    : M+   2127.6  1864.7  1423.5   784.1   229.6   181.7     0.0
            V      40.4    59.4    73.0    86.7    96.4    97.1   100.0
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    50.4    61.9    74.0    86.7    96.4    97.2   100.0
            M    1847.5  1693.5  1336.4   759.7   226.3   179.3     0.0
Total     : M+   5729.8  5005.0  3794.8  2079.6   607.2   480.4     0.0
            V      66.9   112.3   152.3   192.4   220.2   222.4   230.5
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    76.9   114.8   153.3   192.4   220.2   222.4   230.5
            M    5449.6  4833.8  3707.8  2055.2   603.9   478.0     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    2.97   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   138.3   174.8   599.8  1097.7  1453.4  1666.8  1737.9
(Max)       V      60.4    58.0    57.3    48.9    36.7    24.5    12.2     0.0
Self wt.  : M       0.0    99.6   125.9   431.8   790.4  1046.4  1200.1  1251.3
(Min)       V      43.5    41.8    41.3    35.2    26.4    17.6     8.8     0.0
DL-Prec.  : M       0.0    26.8    33.9   116.4   213.0   282.0   323.4   337.2
DC(Max)     V      11.7    11.3    11.1     9.5     7.1     4.7     2.4     0.0
DL-Prec.  : M       0.0    19.3    24.4    83.8   153.3   203.0   232.8   242.8
DC(Min)     V       8.4     8.1     8.0     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   132.3   167.3   573.9  1050.4  1390.8  1595.0  1663.1
Haunch (Max)V      57.8    55.5    54.9    46.8    35.1    23.4    11.7     0.0
Deck +    : M       0.0    95.3   120.5   413.2   756.3  1001.4  1148.4  1197.4
Haunch (Min)V      41.6    40.0    39.5    33.7    25.3    16.9     8.4     0.0
Diaphragm : M       0.0     0.4     0.5     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     0.3     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    61.5   211.1   386.3   511.5   586.6   611.7
DC(Max)     V      21.3    20.4    20.2    17.2    12.9     8.6     4.3     0.0
DL-Comp   : M       0.0    35.0    44.3   152.0   278.2   368.3   422.4   440.4
DC(Min)     V      15.3    14.7    14.5    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    32.2    40.7   139.8   255.8   338.7   388.4   405.0
DW(Max)     V      14.1    13.5    13.4    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    14.0    17.7    60.6   110.9   146.8   168.3   175.5
DW(Min)     V       6.1     5.9     5.8     4.9     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   397.4   502.3  1715.3  3113.8  4079.1  4654.2  4814.4
            V     218.7   212.5   210.8   189.6   159.8   130.0    88.3    58.5
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   218.7   212.5   210.8   189.7   161.9   135.5   110.3    86.4
            M       0.0   392.2   495.1  1661.8  2923.4  3704.6  4041.3  3969.5
Total     : M+      0.0   776.1   981.1  3358.0  6120.6  8060.9  9221.6  9578.3
            V     384.2   371.3   367.8   323.6   260.3   197.0   121.9    58.6
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   384.2   371.3   367.8   323.7   262.5   202.5   143.9    86.6
            M       0.0   770.9   973.8  3304.5  5930.3  7686.4  8608.8  8733.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.03  112.67  115.00
Self wt.  : M    1666.8  1453.4  1097.7   599.8   174.8   138.3     0.0
(Max)       V      12.2    24.5    36.7    48.9    57.3    58.0    60.4
Self wt.  : M    1200.1  1046.4   790.4   431.8   125.9    99.6     0.0
(Min)       V       8.8    17.6    26.4    35.2    41.3    41.8    43.5
DL-Prec.  : M     323.4   282.0   213.0   116.4    33.9    26.8     0.0
DC(Max)     V       2.4     4.7     7.1     9.5    11.1    11.3    11.7
DL-Prec.  : M     232.8   203.0   153.3    83.8    24.4    19.3     0.0
DC(Min)     V       1.7     3.4     5.1     6.8     8.0     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    1595.0  1390.8  1050.4   573.9   167.3   132.3     0.0
Haunch (Max)V      11.7    23.4    35.1    46.8    54.9    55.5    57.8
Deck +    : M    1148.4  1001.4   756.3   413.2   120.5    95.3     0.0
Haunch (Min)V       8.4    16.9    25.3    33.7    39.5    40.0    41.6
Diaphragm : M       7.2     5.3     3.5     1.7     0.5     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     0.3     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    61.5    48.7     0.0
DC(Max)     V       4.3     8.6    12.9    17.2    20.2    20.4    21.3
DL-Comp   : M     422.4   368.3   278.2   152.0    44.3    35.0     0.0
DC(Min)     V       3.1     6.2     9.3    12.4    14.5    14.7    15.3
DL-Comp   : M     388.4   338.7   255.8   139.8    40.7    32.2     0.0
DW(Max)     V       2.9     5.7     8.6    11.4    13.4    13.5    14.1
DL-Comp   : M     168.3   146.8   110.9    60.6    17.7    14.0     0.0
DW(Min)     V       1.2     2.5     3.7     4.9     5.8     5.9     6.1
LL + I    : M+   4654.2  4079.1  3113.8  1715.3   502.3   397.4     0.0
            V      88.3   130.0   159.8   189.6   210.8   212.5   218.7
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   110.3   135.5   161.9   189.7   210.8   212.5   218.7
            M    4041.3  3704.6  2923.4  1661.8   495.1   392.2     0.0
Total     : M+   9221.6  8060.9  6120.6  3358.0   981.1   776.1     0.0
            V     121.9   197.0   260.3   323.6   367.8   371.3   384.2
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   143.9   202.5   262.5   323.7   367.8   371.3   384.2
            M    8608.8  7686.4  5930.3  3304.5   973.8   770.9     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               60.4             60.4
Deck+Haunch            57.8             57.8
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)           70.4             70.4
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    2.97   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   110.6   139.9   479.8   878.2  1162.7  1333.4  1390.3
(Max)       V      48.4    46.4    45.9    39.1    29.4    19.6     9.8     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    21.5    27.1    93.1   170.4   225.6   258.7   269.7
DC(Max)     V       9.4     9.0     8.9     7.6     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   105.9   133.8   459.2   840.4  1112.6  1276.0  1330.5
Haunch (Max)V      46.3    44.4    43.9    37.4    28.1    18.7     9.4     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     0.3     0.4     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    49.2   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.1    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    21.5    27.2    93.2   170.5   225.8   259.0   270.0
DW(Max)     V       9.4     9.0     8.9     7.6     5.7     3.8     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   220.8   278.9   942.9  1680.9  2194.7  2467.1  2469.9
            V     122.1   119.0   118.2   107.6    93.1    70.6    56.1    41.6
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   122.1   119.0   118.2   107.6    93.1    78.6    64.1    49.6
            M       0.0   220.8   278.9   942.9  1680.9  2149.2  2347.8  2276.7
Total     : M+      0.0   519.5   656.5  2238.4  4052.2  5334.9  6069.3  6227.0
            V     252.7   244.3   242.0   213.3   172.4   123.5    82.6    41.7
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   252.7   244.3   242.0   213.3   172.4   131.5    90.6    49.7
            M       0.0   519.5   656.5  2238.4  4052.2  5289.4  5949.9  6033.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.03  112.67  115.00
Self wt.  : M    1333.4  1162.7   878.2   479.8   139.9   110.6     0.0
(Max)       V       9.8    19.6    29.4    39.1    45.9    46.4    48.4
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     258.7   225.6   170.4    93.1    27.1    21.5     0.0
DC(Max)     V       1.9     3.8     5.7     7.6     8.9     9.0     9.4
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    1276.0  1112.6   840.4   459.2   133.8   105.9     0.0
Haunch (Max)V       9.4    18.7    28.1    37.4    43.9    44.4    46.3
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     0.4     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    49.2    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.1    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     259.0   225.8   170.5    93.2    27.2    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     8.9     9.0     9.4
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+   2467.1  2194.7  1680.9   942.9   278.9   220.8     0.0
            V      56.1    70.6    93.1   107.6   118.2   119.0   122.1
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    64.1    78.6    93.1   107.6   118.2   119.0   122.1
            M    2347.8  2149.2  1680.9   942.9   278.9   220.8     0.0
Total     : M+   6069.3  5334.9  4052.2  2238.4   656.5   519.5     0.0
            V      82.6   123.5   172.4   213.3   242.0   244.3   252.7
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    90.6   131.5   172.4   213.3   242.0   244.3   252.7
            M    5949.9  5289.4  4052.2  2238.4   656.5   519.5     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    0.139   0.496   0.877   1.143   1.302   1.356   1.235 
Bottom        -0.111  -0.395  -0.694  -0.898  -1.018  -1.061  -0.968 
 
Prestress
Precast-top   -0.108  -0.328  -0.619  -0.904  -1.044  -1.044  -1.044 
Bottom         3.173   3.340   3.558   3.768   3.869   3.869   3.869 
 
Total
Precast-top    0.031   0.168   0.257   0.239   0.257   0.312   0.191 
Bottom         3.062   2.945   2.864   2.870   2.851   2.809   2.901 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.96 %)
             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    2.97   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.010  -0.094  -0.108  -0.285  -0.539  -0.787  -0.909  -0.909
Bottom         0.635   2.762   2.772   2.907   3.097   3.279   3.368   3.368
 
Self wt.
Precast-top   -0.000   0.107   0.136   0.464   0.845   1.112   1.271   1.325
Bottom        -0.000  -0.086  -0.109  -0.370  -0.669  -0.873  -0.994  -1.036
 
DL-Prec (DC)
Precast-top   -0.000   0.021   0.026   0.090   0.164   0.216   0.247   0.257
Bottom        -0.000  -0.017  -0.021  -0.072  -0.130  -0.169  -0.193  -0.201
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.003   0.004   0.005   0.007
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.103   0.130   0.444   0.809   1.064   1.216   1.268
Bottom        -0.000  -0.082  -0.104  -0.354  -0.640  -0.836  -0.951  -0.992
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.013   0.045   0.082   0.108   0.123   0.129
Precast-top   -0.000   0.008   0.010   0.035   0.064   0.084   0.096   0.100
Bottom        -0.000  -0.021  -0.027  -0.091  -0.164  -0.216  -0.246  -0.257
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.007   0.025   0.045   0.060   0.068   0.071
Precast-top   -0.000   0.004   0.006   0.019   0.035   0.046   0.053   0.055
Bottom        -0.000  -0.012  -0.015  -0.050  -0.091  -0.119  -0.136  -0.142
 
LL+I(+)
Topping-top   -0.000   0.061   0.077   0.261   0.471   0.614   0.699   0.723
Precast-top   -0.000   0.047   0.059   0.203   0.367   0.479   0.545   0.564
Bottom        -0.000  -0.122  -0.155  -0.526  -0.946  -1.229  -1.395  -1.443
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.077   0.097   0.330   0.598   0.782   0.890   0.923 
Precast-top   -0.010   0.197   0.259   0.972   1.748   2.218   2.524   2.668 
Bottom         0.635   2.421   2.342   1.443   0.454  -0.166  -0.552  -0.709 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.020   0.070   0.127   0.167   0.191   0.200 
Precast-top   -0.010   0.150   0.200   0.769   1.381   1.740   1.979   2.104 
Bottom         0.635   2.544   2.497   1.969   1.401   1.063   0.843   0.735 
 

 
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    0.139   0.496   0.877   1.143   1.302   1.356   1.235 
Bottom        -0.111  -0.395  -0.694  -0.898  -1.018  -1.061  -0.968 
 
Prestress
Precast-top   -0.108  -0.328  -0.619  -0.904  -1.044  -1.044  -1.044 
Bottom         3.173   3.340   3.558   3.768   3.869   3.869   3.869 
 
Total
Precast-top    0.031   0.168   0.257   0.239   0.257   0.312   0.191 
Bottom         3.062   2.945   2.864   2.870   2.851   2.809   2.901 
 
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 = 12.96 %)
             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    2.97   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.010  -0.094  -0.108  -0.285  -0.539  -0.787  -0.909  -0.909
Bottom         0.635   2.762   2.772   2.907   3.097   3.279   3.368   3.368
 
Self wt.
Precast-top   -0.000   0.107   0.136   0.464   0.845   1.112   1.271   1.325
Bottom        -0.000  -0.086  -0.109  -0.370  -0.669  -0.873  -0.994  -1.036
 
DL-Prec (DC)
Precast-top   -0.000   0.021   0.026   0.090   0.164   0.216   0.247   0.257
Bottom        -0.000  -0.017  -0.021  -0.072  -0.130  -0.169  -0.193  -0.201
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.003   0.004   0.005   0.007
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.103   0.130   0.444   0.809   1.064   1.216   1.268
Bottom        -0.000  -0.082  -0.104  -0.354  -0.640  -0.836  -0.951  -0.992
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.013   0.045   0.082   0.108   0.123   0.129
Precast-top   -0.000   0.008   0.010   0.035   0.064   0.084   0.096   0.100
Bottom        -0.000  -0.021  -0.027  -0.091  -0.164  -0.216  -0.246  -0.257
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.007   0.025   0.045   0.060   0.068   0.071
Precast-top   -0.000   0.004   0.006   0.019   0.035   0.046   0.053   0.055
Bottom        -0.000  -0.012  -0.015  -0.050  -0.091  -0.119  -0.136  -0.142
 
LL+I(+)
Topping-top   -0.000   0.048   0.061   0.209   0.377   0.491   0.559   0.579
Precast-top   -0.000   0.038   0.048   0.162   0.293   0.383   0.436   0.451
Bottom        -0.000  -0.098  -0.124  -0.420  -0.757  -0.983  -1.116  -1.155
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.065   0.082   0.278   0.504   0.659   0.751   0.778 
Precast-top   -0.010   0.187   0.248   0.931   1.675   2.123   2.415   2.555 
Bottom         0.635   2.446   2.373   1.548   0.644   0.080  -0.273  -0.420 
 

 
 
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    2.97   10.97   22.60   34.23   45.87   57.50
F_LL+I(+)
Topping-top   -0.000   0.059   0.074   0.251   0.445   0.578   0.648   0.649
Precast-top   -0.000   0.046   0.058   0.195   0.346   0.451   0.506   0.506
Bottom        -0.000  -0.119  -0.150  -0.506  -0.894  -1.157  -1.294  -1.296
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.067   0.085   0.286   0.509   0.662   0.744   0.749 
Precast-top   -0.005   0.121   0.158   0.580   1.037   1.321   1.495   1.558 
Bottom         0.317   1.153   1.098   0.479  -0.193  -0.625  -0.873  -0.929 
 

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
    384.2    6.5   67.7    0.876   5.4   6.00e-3 50.0    392.0     1.389    3.520      0.00
      0.0    0.9   67.2     41.9 0.161      29.5 0.87    12.00     0.101    1.548 
Transfer:   3.00
    371.3    6.5   67.7    3.952  24.4  -0.01e-3 29.0    227.6     0.383    1.760      0.00
    770.9    3.8   65.8    189.0 0.151     160.6 4.85    12.00     0.101    1.613 
Critical:   6.12
    354.0    6.5   67.7    4.702  24.4  -0.06e-3 28.8    203.3     0.342    1.760      0.00
   1703.9    4.5   65.4    189.0 0.145     165.6 5.03    12.00     0.101    1.683 
0.1L    :  11.63
    323.7    6.5   67.7    6.014  24.4  -0.06e-3 28.8    171.4     0.291    0.620      0.00
   3304.5    5.8   64.8    189.0 0.133     163.8 5.02    12.00     0.101    1.540 
0.2L    :  23.27
    262.5    6.5   63.5    7.378  24.4   0.08e-3 29.3    129.6     0.240    0.620      0.00
   5930.3    5.8   60.6    189.0 0.113     137.7 4.51    24.00     0.101    1.704 
0.3L    :  34.90
    202.5    6.5   66.2    7.378  24.4   1.14e-3 33.0    118.3     0.243    0.496      0.00
   7686.4    5.8   63.3    189.0 0.081      82.4 2.58    24.00     0.101    1.549 
0.4L    :  46.53
    143.9    6.5   67.6    7.378   0.0   1.65e-3 34.8     90.0     0.193    0.413      0.00
   8608.8    5.8   64.7    189.0 0.063      69.9 2.15    24.00     0.101    1.641 
0.5L    :  58.17
     86.6    6.5   67.6    7.378   0.0   1.49e-3 34.2     22.3     0.101    0.413      0.00
   8733.4    5.8   64.7    189.0 0.038      73.9 2.27    24.00     0.101    2.813 
0.6L    :  69.80
    143.9    6.5   67.6    7.378   0.0   1.65e-3 34.8     90.0     0.193    0.413      0.00
   8608.8    5.8   64.7    189.0 0.063      69.9 2.15    24.00     0.101    1.641 
0.7L    :  81.43
    202.5    6.5   66.2    7.378  24.4   1.14e-3 33.0    118.3     0.243    0.496      0.00
   7686.4    5.8   63.3    189.0 0.081      82.4 2.58    24.00     0.101    1.549 
0.8L    :  93.06
    262.5    6.5   63.5    7.378  24.4   0.08e-3 29.3    129.6     0.240    0.620      0.00
   5930.3    5.8   60.6    189.0 0.113     137.7 4.51    24.00     0.101    1.704 
0.9L    : 104.70
    323.7    6.5   67.7    6.014  24.4  -0.06e-3 28.8    171.4     0.291    0.620      0.00
   3304.5    5.8   64.8    189.0 0.133     163.8 5.02    12.00     0.101    1.540 
Critical: 110.21
    354.0    6.5   67.7    4.702  24.4  -0.06e-3 28.8    203.3     0.342    1.760      0.00
   1703.9    4.5   65.4    189.0 0.145     165.6 5.03    12.00     0.101    1.683 
Transfer: 113.33
    371.3    6.5   67.7    3.952  24.4  -0.01e-3 29.0    227.6     0.383    1.760      0.00
    770.9    3.8   65.8    189.0 0.151     160.6 4.85    12.00     0.101    1.613 
Bearing : 115.67
    384.2    6.5   67.7    0.876   5.4   6.00e-3 50.0    392.0     1.389    3.520      0.00
      0.0    0.9   67.2     41.9 0.161      29.5 0.87    12.00     0.101    1.548 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1446.24
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.89
 
 
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
    384.2      6.35     67.68    0.86       67.25    24.00      0.300      1.366      0.000      3.520 
Transfer:      2.33
    371.3      6.27     67.68    3.82       65.77    24.00      0.300      1.341      0.000      1.760 
Critical:      5.45
    354.1      6.02     67.68    4.53       65.41    24.00      0.300      1.255      0.000      1.760 
0.1L    :     10.97
    323.7      5.55     67.68    5.76       64.80    24.00      0.300      1.100      0.000      0.620 
0.2L    :     22.60
    262.5      4.81     63.52    5.83       60.61    24.00      0.300      0.854      0.000      0.620 
0.3L    :     34.23
    202.5      3.55     66.24    5.83       63.32    24.00      0.300      0.435      0.000      0.496 
0.4L    :     45.87
    143.9      2.47     67.60    5.84       64.68    24.00      0.300      0.074      0.000      0.413 
0.5L    :     57.50
     86.6      1.49     67.60    5.84       64.68    24.00      0.300      0.000      0.000      0.413 
0.6L    :     69.13
    143.9      2.47     67.60    5.84       64.68    24.00      0.300      0.074      0.000      0.413 
0.7L    :     80.77
    202.5      3.55     66.24    5.83       63.32    24.00      0.300      0.435      0.000      0.496 
0.8L    :     92.40
    262.5      4.81     63.52    5.83       60.61    24.00      0.300      0.854      0.000      0.620 
0.9L    :    104.03
    323.7      5.55     67.68    5.76       64.80    24.00      0.300      1.100      0.000      0.620 
Critical:    109.55
    354.1      6.02     67.68    4.53       65.41    24.00      0.300      1.255      0.000      1.760 
Transfer:    112.67
    371.3      6.27     67.68    3.82       65.77    24.00      0.300      1.341      0.000      1.760 
Bearing :    115.00
    384.2      6.35     67.68    0.86       67.25    24.00      0.300      1.366      0.000      3.520 
 

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      :       1.321  1.80      2.378  2.20      2.906
Self Wt.       :      -0.528  1.85     -0.977  2.40     -1.268
Deck + Haunch  :                       -0.448  2.30     -1.031
DL-Prec. (DC)  :                       -0.091  3.00     -0.273
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.070  3.00     -0.211
DL-Comp. (DW)  :                       -0.039  3.00     -0.117
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 22.60 ft
Prestress      :       2.373  1.80      4.272  2.20      5.221
Self Wt.       :      -0.991  1.85     -1.833  2.40     -2.378
Deck + Haunch  :                       -0.867  2.30     -1.993
DL-Prec. (DC)  :                       -0.176  3.00     -0.527
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.136  3.00     -0.409
DL-Comp. (DW)  :                       -0.075  3.00     -0.226
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 34.23 ft
Prestress      :       3.125  1.80      5.625  2.20      6.875
Self Wt.       :      -1.343  1.85     -2.485  2.40     -3.223
Deck + Haunch  :                       -1.187  2.30     -2.729
DL-Prec. (DC)  :                       -0.241  3.00     -0.722
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.187  3.00     -0.562
DL-Comp. (DW)  :                       -0.103  3.00     -0.310
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 45.87 ft
Prestress      :       3.580  1.80      6.445  2.20      7.877
Self Wt.       :      -1.565  1.85     -2.895  2.40     -3.755
Deck + Haunch  :                       -1.388  2.30     -3.192
DL-Prec. (DC)  :                       -0.281  3.00     -0.844
Diaphragm      :                       -0.006  3.00     -0.018
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.219  3.00     -0.658
DL-Comp. (DW)  :                       -0.121  3.00     -0.363
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 57.50 ft
Prestress      :       3.741  1.80      6.733  2.20      8.230
Self Wt.       :      -1.643  1.85     -3.040  2.40     -3.943
Deck + Haunch  :                       -1.459  2.30     -3.356
DL-Prec. (DC)  :                       -0.296  3.00     -0.887
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.231  3.00     -0.692
DL-Comp. (DW)  :                       -0.127  3.00     -0.382
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 69.13 ft
Prestress      :       3.580  1.80      6.445  2.20      7.877
Self Wt.       :      -1.565  1.85     -2.895  2.40     -3.755
Deck + Haunch  :                       -1.388  2.30     -3.192
DL-Prec. (DC)  :                       -0.281  3.00     -0.844
Diaphragm      :                       -0.006  3.00     -0.018
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.219  3.00     -0.658
DL-Comp. (DW)  :                       -0.121  3.00     -0.363
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 80.77 ft
Prestress      :       3.125  1.80      5.625  2.20      6.875
Self Wt.       :      -1.343  1.85     -2.485  2.40     -3.223
Deck + Haunch  :                       -1.187  2.30     -2.729
DL-Prec. (DC)  :                       -0.241  3.00     -0.722
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.187  3.00     -0.562
DL-Comp. (DW)  :                       -0.103  3.00     -0.310
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 92.40 ft
Prestress      :       2.373  1.80      4.272  2.20      5.221
Self Wt.       :      -0.991  1.85     -1.833  2.40     -2.378
Deck + Haunch  :                       -0.867  2.30     -1.993
DL-Prec. (DC)  :                       -0.176  3.00     -0.527
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.136  3.00     -0.409
DL-Comp. (DW)  :                       -0.075  3.00     -0.226
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 104.03 ft
Prestress      :       1.321  1.80      2.378  2.20      2.906
Self Wt.       :      -0.528  1.85     -0.977  2.40     -1.268
Deck + Haunch  :                       -0.448  2.30     -1.031
DL-Prec. (DC)  :                       -0.091  3.00     -0.273
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.070  3.00     -0.211
DL-Comp. (DW)  :                       -0.039  3.00     -0.117
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
   776.1    58.8  4.799  264.2    4.5   3.82   6007.9  0.043T 1.00       -       -     -     -  
H/2     :   2.97
   981.1    58.9  4.982  264.0    4.7   3.97   6241.7  0.042T 1.00       -       -     -     -  
0.1L    :  10.97
  3358.0    60.8  7.303  261.6    6.8   5.76   9219.7  0.028T 1.00       -       -     -     -  
0.2L    :  22.60
  6120.6    63.5  7.378  261.8    6.9   5.83   9756.7  0.027T 1.00   7356.6  7356.6    1.33    -  
0.3L    :  34.23
  8060.9    66.2  7.378  262.2    6.9   5.83  10207.1  0.027T 1.00   7563.6  7563.6    1.35    -  
0.4L    :  45.87
  9221.6    67.6  7.378  262.3    6.9   5.84  10432.4  0.027T 1.00   7643.8  7643.8    1.36    -  
0.5L    :  57.50
  9578.3    67.6  7.378  262.3    6.9   5.84  10432.4  0.027T 1.00   7591.6  7591.6    1.37    -  
0.6L    :  69.13
  9221.6    67.6  7.378  262.3    6.9   5.84  10432.4  0.027T 1.00   7643.8  7643.8    1.36    -  
0.7L    :  80.77
  8060.9    66.2  7.378  262.2    6.9   5.83  10207.1  0.027T 1.00   7563.6  7563.6    1.35    -  
0.8L    :  92.40
  6120.6    63.5  7.378  261.8    6.9   5.83   9756.7  0.027T 1.00   7356.6  7356.6    1.33    -  
0.9L    : 104.03
  3358.0    60.8  7.303  261.6    6.8   5.76   9219.7  0.028T 1.00   7263.7  4466.1    1.27    -  
H/2     : 112.03
   981.1    58.9  4.982  264.0    4.7   3.97   6241.7  0.042T 1.00       -       -     -     -  
Transfer: 112.67
   776.1    58.8  4.799  264.2    4.5   3.82   6007.9  0.043T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 1; Groups 1-17; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.061
        M   2.00 Fb     0.133
 
  2   2 E  60.00 Ft     0.354
        M   6.00 Fb     0.079
 
  3   2 E  58.00 Ft     0.633
        M   4.00 Fb     0.037
 
  4   2 E  56.00 Ft     0.899
        M   2.00 Fb     0.005
 
  5   2 E   6.00 Ft     0.848
        M   6.00 Fb     0.227
 
  6   2 E   6.00 Ft     0.797
        M   6.00 Fb     0.450
 
  7   2 E   6.00 Ft     0.747
        M   6.00 Fb     0.672
 
  8   2 E   4.00 Ft     0.682
        M   4.00 Fb     0.906
 
  9   2 E   4.00 Ft     0.617
        M   4.00 Fb     1.139
 
 10   2 E   4.00 Ft     0.552
        M   4.00 Fb     1.372
 
 11   2 E   4.00 Ft     0.488
        M   4.00 Fb     1.606
 
 12   2 E   4.00 Ft     0.423
        M   4.00 Fb     1.839
 
 13   2 E   2.00 Ft     0.345
        M   2.00 Fb     2.084
 
 14   2 E   2.00 Ft     0.266
        M   2.00 Fb     2.328
 
 15   2 E   2.00 Ft     0.188
        M   2.00 Fb     2.573
 
 16   2 E   2.00 Ft     0.109
        M   2.00 Fb     2.817
 
 17   2 E   2.00 Ft     0.031
        M   2.00 Fb     3.061
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTE         
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:  34
No. of strands, Draped:   6           No. of strands, Straight:  28
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  7.42 %               Final losses: 13.02 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       3.062     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.031       Trans
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 10432.37     9578.30     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.923     Midspan    1.800   0.200     Midspan
    Pre.Top:   3.600   2.668     Midspan    2.700   2.104     Midspan
    Pre.Bot:   3.600   2.421    Transfer    2.700   2.544    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.010     Bearing
    Pre.Bot:  -0.465  -0.420     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.558     Midspan
    Pre.Bot:                                                             2.400   1.153    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      :       3.741  1.80      6.733  2.20      8.230
Self Wt.       :      -1.643  1.85     -3.040  2.40     -3.943
Deck + Haunch  :                       -1.459  2.30     -3.356
DL-Prec. (DC)  :                       -0.296  3.00     -0.887
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.231  3.00     -0.692
DL-Comp. (DW)  :                       -0.127  3.00     -0.382
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-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  115.00
     DC  Line       0.087      0.00       0.087  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    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.736   (Calculated)    
Live Moment (1  lane  loaded)  : 0.501   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.144   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.915   (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                  =        807.4 in2           1574.8 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1011350 in4#
Ht. of c.g.           =        28.75 in             47.53 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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     2.97    10.97    22.60    34.23    45.87    57.50
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    815.6    844.4    844.4    844.4    844.4    844.4    844.4    844.4
  Yb      ,  in    28.59    28.04    28.03    27.95    27.83    27.71    27.65    27.65
  MI(Ixx) , in4   424798   432160   432332   434631   438417   442728   445080   445080
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1582.7   1610.5   1610.5   1610.5   1610.5   1610.5   1610.5   1610.5
  Yb      ,  in    47.36    46.75    46.75    46.71    46.65    46.59    46.56    46.56
  MI(Ixx) , in4  1020738  1054300  1054664  1059393  1066708  1074541  1078651  1078651

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  34 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 40.72 ft from member end )
END PATTERN (Ycg = 13.18 in):
    12 @  2.000 in    10 @  4.000 in     6 @  6.000 in     2 @ 56.000 in
     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    10 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    7.38 in2      Initial Pull          =     1446.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.963 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.954 ft
Holddown Force        =  28.037 kips     Beam Shrtng (PL/AE)   =      0.505 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)       
--------------------------------------------------------------------------------------
      3958.195         740 2929.064     24.158 97838.586  1609.732     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       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     27.4199    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.4199     38.6699    Yes
      2      US#5[M16]       60.00        0.62      18.00      38.6699     77.6601    Yes
      2      US#5[M16]       60.00        0.62      15.00      77.6601     88.9101    Yes
      2      US#5[M16]       60.00        0.62      12.00      88.9101    104.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     104.9134    109.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     109.4134    109.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     109.9550    114.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     114.9550    115.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     115.2050    115.4550     No
      2      US#6[M19]       60.00        0.88       3.00     115.4550    115.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     115.7050    115.9550     No
      2      US#6[M19]       60.00        0.88       3.00     115.9550    116.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     116.2050    116.3300     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 = 7.3780 in2       Ycg =  3.65 in
         P_init    =     1446.2 kips  Ecc = 25.10 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.54 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.418 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.53 ksi    0.00 ksi
    due to Composite Loads                                 -2.12 ksi    0.00 ksi
    due to Live Loads                                      -5.65 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                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.78 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.54 ksi  ( 7.42 %)            11.12 ksi ( 5.67 %)
Total Prestress Losses                                    25.66 ksi (13.09 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.4 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 : 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    2.97   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   110.6   139.9   479.8   878.2  1162.7  1333.4  1390.3
(Max)       V      48.4    46.4    45.9    39.1    29.4    19.6     9.8     0.0
DL-Prec.  : M       0.0    16.0    20.2    69.4   127.1   168.3   193.0   201.2
DC(Max)     V       7.0     6.7     6.6     5.7     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   120.2   152.0   521.3   954.2  1263.3  1448.8  1510.6
Haunch (Max)V      52.5    50.4    49.8    42.5    31.9    21.3    10.6     0.0
Diaphragm : M       0.0     0.6     0.7     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    49.2   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.1    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.5    27.2    93.2   170.5   225.8   259.0   270.0
DW(Max)     V       9.4     9.0     8.9     7.6     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   208.8   263.9   901.2  1635.9  2143.1  2445.2  2529.4
            V     142.7   138.7   137.6   123.8   104.3    84.8    57.6    38.2
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   142.7   138.7   137.6   123.8   105.7    88.4    72.0    56.4
            M       0.0   206.1   260.1   873.1  1535.9  1946.4  2123.3  2085.5
Total     : M+      0.0   516.6   653.1  2236.6  4080.6  5381.0  6160.2  6405.3
            V     277.3   267.8   265.2   232.7   186.1   139.4    85.0    38.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   277.3   267.8   265.2   232.7   187.4   143.0    99.4    56.6
            M       0.0   513.9   649.3  2208.5  3980.6  5184.2  5838.2  5961.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.03  112.67  115.00
Self wt.  : M    1333.4  1162.7   878.2   479.8   139.9   110.6     0.0
(Max)       V       9.8    19.6    29.4    39.1    45.9    46.4    48.4
DL-Prec.  : M     193.0   168.3   127.1    69.4    20.2    16.0     0.0
DC(Max)     V       1.4     2.8     4.2     5.7     6.6     6.7     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1448.8  1263.3   954.2   521.3   152.0   120.2     0.0
Haunch (Max)V      10.6    21.3    31.9    42.5    49.8    50.4    52.5
Diaphragm : M      11.5     8.6     5.7     2.7     0.7     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    49.2    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.1    16.3    17.0
DL-Comp   : M     259.0   225.8   170.5    93.2    27.2    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     8.9     9.0     9.4
LL + I    : M+   2445.2  2143.1  1635.9   901.2   263.9   208.8     0.0
            V      57.6    84.8   104.3   123.8   137.6   138.7   142.7
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    72.0    88.4   105.7   123.8   137.6   138.7   142.7
            M    2123.3  1946.4  1535.9   873.1   260.1   206.1     0.0
Total     : M+   6160.2  5381.0  4080.6  2236.6   653.1   516.6     0.0
            V      85.0   139.4   186.1   232.7   265.2   267.8   277.3
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    99.4   143.0   187.4   232.7   265.2   267.8   277.3
            M    5838.2  5184.2  3980.6  2208.5   649.3   513.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               48.4             48.4
Deck+Haunch            52.5             52.5
Diaphragm               0.2              0.3
DL-Prec.(DC)            7.0              7.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           85.1             85.1
DL-Comp.(DW)           47.0             47.0
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    2.97   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   110.6   139.9   479.8   878.2  1162.7  1333.4  1390.3
(Max)       V      48.4    46.4    45.9    39.1    29.4    19.6     9.8     0.0
DL-Prec.  : M       0.0    16.0    20.2    69.4   127.1   168.3   193.0   201.2
DC(Max)     V       7.0     6.7     6.6     5.7     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   120.2   152.0   521.3   954.2  1263.3  1448.8  1510.6
Haunch (Max)V      52.5    50.4    49.8    42.5    31.9    21.3    10.6     0.0
Diaphragm : M       0.0     0.6     0.7     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    49.2   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.1    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.5    27.2    93.2   170.5   225.8   259.0   270.0
DW(Max)     V       9.4     9.0     8.9     7.6     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   167.0   211.1   721.0  1308.8  1714.5  1956.2  2023.5
            V     114.2   111.0   110.1    99.0    83.4    67.9    46.1    30.5
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   114.2   111.0   110.1    99.0    84.5    70.7    57.6    45.1
            M       0.0   164.8   208.1   698.5  1228.7  1557.1  1698.6  1668.4
Total     : M+      0.0   474.9   600.3  2056.4  3753.4  4952.4  5671.1  5899.5
            V     248.8   240.1   237.7   207.9   165.2   122.4    73.5    30.8
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   248.8   240.1   237.7   208.0   166.3   125.3    85.0    45.4
            M       0.0   472.7   597.3  2033.9  3673.4  4795.0  5413.5  5544.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.03  112.67  115.00
Self wt.  : M    1333.4  1162.7   878.2   479.8   139.9   110.6     0.0
(Max)       V       9.8    19.6    29.4    39.1    45.9    46.4    48.4
DL-Prec.  : M     193.0   168.3   127.1    69.4    20.2    16.0     0.0
DC(Max)     V       1.4     2.8     4.2     5.7     6.6     6.7     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1448.8  1263.3   954.2   521.3   152.0   120.2     0.0
Haunch (Max)V      10.6    21.3    31.9    42.5    49.8    50.4    52.5
Diaphragm : M      11.5     8.6     5.7     2.7     0.7     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    49.2    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.1    16.3    17.0
DL-Comp   : M     259.0   225.8   170.5    93.2    27.2    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     8.9     9.0     9.4
LL + I    : M+   1956.2  1714.5  1308.8   721.0   211.1   167.0     0.0
            V      46.1    67.9    83.4    99.0   110.1   111.0   114.2
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    57.6    70.7    84.5    99.0   110.1   111.0   114.2
            M    1698.6  1557.1  1228.7   698.5   208.1   164.8     0.0
Total     : M+   5671.1  4952.4  3753.4  2056.4   600.3   474.9     0.0
            V      73.5   122.4   165.2   207.9   237.7   240.1   248.8
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    85.0   125.3   166.3   208.0   237.7   240.1   248.8
            M    5413.5  4795.0  3673.4  2033.9   597.3   472.7     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   138.3   174.8   599.8  1097.7  1453.4  1666.8  1737.9
(Max)       V      60.4    58.0    57.3    48.9    36.7    24.5    12.2     0.0
Self wt.  : M       0.0    99.6   125.9   431.8   790.4  1046.4  1200.1  1251.3
(Min)       V      43.5    41.8    41.3    35.2    26.4    17.6     8.8     0.0
DL-Prec.  : M       0.0    20.0    25.3    86.8   158.9   210.3   241.2   251.5
DC(Max)     V       8.7     8.4     8.3     7.1     5.3     3.5     1.8     0.0
DL-Prec.  : M       0.0    14.4    18.2    62.5   114.4   151.4   173.7   181.1
DC(Min)     V       6.3     6.0     6.0     5.1     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   150.2   190.0   651.7  1192.7  1579.1  1811.0  1888.3
Haunch (Max)V      65.7    63.0    62.3    53.2    39.9    26.6    13.3     0.0
Deck +    : M       0.0   108.2   136.8   469.2   858.7  1137.0  1303.9  1359.6
Haunch (Min)V      47.3    45.4    44.8    38.3    28.7    19.1     9.6     0.0
Diaphragm : M       0.0     0.7     0.9     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     0.7     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    61.5   211.1   386.3   511.5   586.6   611.7
DC(Max)     V      21.3    20.4    20.2    17.2    12.9     8.6     4.3     0.0
DL-Comp   : M       0.0    35.0    44.3   152.0   278.2   368.3   422.4   440.4
DC(Min)     V      15.3    14.7    14.5    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    32.2    40.7   139.8   255.8   338.7   388.4   405.0
DW(Max)     V      14.1    13.5    13.4    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    14.0    17.7    60.6   110.9   146.8   168.3   175.5
DW(Min)     V       6.1     5.9     5.8     4.9     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   365.4   461.8  1577.1  2862.9  3750.4  4279.2  4426.5
            V     249.8   242.7   240.8   216.6   182.5   148.4   100.8    66.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   249.8   242.7   240.8   216.6   184.9   154.7   126.0    98.7
            M       0.0   360.6   455.2  1527.9  2687.9  3406.1  3715.7  3649.7
Total     : M+      0.0   755.6   955.1  3269.6  5961.4  7854.2  8987.6  9338.9
            V     420.3   406.4   402.6   354.6   286.1   217.6   135.6    67.1
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   420.3   406.4   402.6   354.7   288.6   223.9   160.7    99.0
            M       0.0   750.8   948.5  3220.5  5786.4  7509.9  8424.1  8562.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.03  112.67  115.00
Self wt.  : M    1666.8  1453.4  1097.7   599.8   174.8   138.3     0.0
(Max)       V      12.2    24.5    36.7    48.9    57.3    58.0    60.4
Self wt.  : M    1200.1  1046.4   790.4   431.8   125.9    99.6     0.0
(Min)       V       8.8    17.6    26.4    35.2    41.3    41.8    43.5
DL-Prec.  : M     241.2   210.3   158.9    86.8    25.3    20.0     0.0
DC(Max)     V       1.8     3.5     5.3     7.1     8.3     8.4     8.7
DL-Prec.  : M     173.7   151.4   114.4    62.5    18.2    14.4     0.0
DC(Min)     V       1.3     2.5     3.8     5.1     6.0     6.0     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
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    1811.0  1579.1  1192.7   651.7   190.0   150.2     0.0
Haunch (Max)V      13.3    26.6    39.9    53.2    62.3    63.0    65.7
Deck +    : M    1303.9  1137.0   858.7   469.2   136.8   108.2     0.0
Haunch (Min)V       9.6    19.1    28.7    38.3    44.8    45.4    47.3
Diaphragm : M      14.3    10.7     7.1     3.4     0.9     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     0.7     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    61.5    48.7     0.0
DC(Max)     V       4.3     8.6    12.9    17.2    20.2    20.4    21.3
DL-Comp   : M     422.4   368.3   278.2   152.0    44.3    35.0     0.0
DC(Min)     V       3.1     6.2     9.3    12.4    14.5    14.7    15.3
DL-Comp   : M     388.4   338.7   255.8   139.8    40.7    32.2     0.0
DW(Max)     V       2.9     5.7     8.6    11.4    13.4    13.5    14.1
DL-Comp   : M     168.3   146.8   110.9    60.6    17.7    14.0     0.0
DW(Min)     V       1.2     2.5     3.7     4.9     5.8     5.9     6.1
LL + I    : M+   4279.2  3750.4  2862.9  1577.1   461.8   365.4     0.0
            V     100.8   148.4   182.5   216.6   240.8   242.7   249.8
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   126.0   154.7   184.9   216.6   240.8   242.7   249.8
            M    3715.7  3406.1  2687.9  1527.9   455.2   360.6     0.0
Total     : M+   8987.6  7854.2  5961.4  3269.6   955.1   755.6     0.0
            V     135.6   217.6   286.1   354.6   402.6   406.4   420.3
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   160.7   223.9   288.6   354.7   402.6   406.4   420.3
            M    8424.1  7509.9  5786.4  3220.5   948.5   750.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               60.4             60.4
Deck+Haunch            65.7             65.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.7              8.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          106.4            106.4
DL-Comp.(DW)           70.4             70.4
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    2.97   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   110.6   139.9   479.8   878.2  1162.7  1333.4  1390.3
(Max)       V      48.4    46.4    45.9    39.1    29.4    19.6     9.8     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    16.0    20.2    69.4   127.1   168.3   193.0   201.2
DC(Max)     V       7.0     6.7     6.6     5.7     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   120.2   152.0   521.3   954.2  1263.3  1448.8  1510.6
Haunch (Max)V      52.5    50.4    49.8    42.5    31.9    21.3    10.6     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.7     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    49.2   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.1    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    21.5    27.2    93.2   170.5   225.8   259.0   270.0
DW(Max)     V       9.4     9.0     8.9     7.6     5.7     3.8     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   138.3   174.7   590.5  1052.7  1374.5  1545.1  1546.8
            V     111.6   108.8   108.0    98.3    85.1    64.5    51.2    38.0
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   111.6   108.8   108.0    98.3    85.1    71.8    58.5    45.3
            M       0.0   138.3   174.7   590.5  1052.7  1346.0  1470.4  1425.8
Total     : M+      0.0   446.1   563.8  1925.9  3497.4  4612.4  5260.1  5422.7
            V     246.1   237.9   235.6   207.3   166.8   119.1    78.7    38.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   246.1   237.9   235.6   207.3   166.8   126.4    86.0    45.5
            M       0.0   446.1   563.8  1925.9  3497.4  4583.9  5185.3  5301.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.03  112.67  115.00
Self wt.  : M    1333.4  1162.7   878.2   479.8   139.9   110.6     0.0
(Max)       V       9.8    19.6    29.4    39.1    45.9    46.4    48.4
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     193.0   168.3   127.1    69.4    20.2    16.0     0.0
DC(Max)     V       1.4     2.8     4.2     5.7     6.6     6.7     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1448.8  1263.3   954.2   521.3   152.0   120.2     0.0
Haunch (Max)V      10.6    21.3    31.9    42.5    49.8    50.4    52.5
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     0.7     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    49.2    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.1    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     259.0   225.8   170.5    93.2    27.2    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     8.9     9.0     9.4
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+   1545.1  1374.5  1052.7   590.5   174.7   138.3     0.0
            V      51.2    64.5    85.1    98.3   108.0   108.8   111.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    58.5    71.8    85.1    98.3   108.0   108.8   111.6
            M    1470.4  1346.0  1052.7   590.5   174.7   138.3     0.0
Total     : M+   5260.1  4612.4  3497.4  1925.9   563.8   446.1     0.0
            V      78.7   119.1   166.8   207.3   235.6   237.9   246.1
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    86.0   126.4   166.8   207.3   235.6   237.9   246.1
            M    5185.3  4583.9  3497.4  1925.9   563.8   446.1     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.63   23.27   34.90   46.53   58.17   40.72
 
Beam-Self
Precast-top    0.139   0.496   0.877   1.143   1.302   1.356   1.235 
Bottom        -0.111  -0.395  -0.694  -0.898  -1.018  -1.061  -0.968 
 
Prestress
Precast-top   -0.108  -0.328  -0.619  -0.904  -1.044  -1.044  -1.044 
Bottom         3.173   3.340   3.558   3.768   3.869   3.869   3.869 
 
Total
Precast-top    0.031   0.168   0.257   0.239   0.257   0.312   0.191 
Bottom         3.062   2.945   2.864   2.870   2.851   2.809   2.901 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.96 %)
             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    2.97   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.010  -0.094  -0.108  -0.285  -0.539  -0.787  -0.909  -0.909
Bottom         0.635   2.762   2.772   2.907   3.097   3.279   3.368   3.368
 
Self wt.
Precast-top   -0.000   0.107   0.136   0.464   0.845   1.112   1.271   1.325
Bottom        -0.000  -0.086  -0.109  -0.370  -0.669  -0.873  -0.994  -1.036
 
DL-Prec (DC)
Precast-top   -0.000   0.016   0.020   0.067   0.122   0.161   0.184   0.192
Bottom        -0.000  -0.012  -0.016  -0.054  -0.097  -0.126  -0.144  -0.150
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.003   0.005   0.008   0.011   0.014
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.009  -0.011
 
Deck + Haunch
Precast-top   -0.000   0.117   0.147   0.505   0.919   1.208   1.381   1.440
Bottom        -0.000  -0.094  -0.118  -0.402  -0.727  -0.949  -1.080  -1.126
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.012   0.041   0.075   0.099   0.113   0.118
Precast-top   -0.000   0.007   0.009   0.031   0.057   0.075   0.086   0.090
Bottom        -0.000  -0.021  -0.026  -0.089  -0.162  -0.213  -0.243  -0.253
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.007   0.023   0.041   0.054   0.062   0.065
Precast-top   -0.000   0.004   0.005   0.017   0.031   0.041   0.047   0.049
Bottom        -0.000  -0.011  -0.014  -0.049  -0.090  -0.117  -0.134  -0.140
 
LL+I(+)
Topping-top   -0.000   0.051   0.064   0.219   0.396   0.516   0.588   0.608
Precast-top   -0.000   0.039   0.049   0.166   0.301   0.393   0.447   0.463
Bottom        -0.000  -0.111  -0.140  -0.477  -0.859  -1.115  -1.267  -1.310
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.066   0.083   0.283   0.512   0.669   0.763   0.790 
Precast-top   -0.010   0.196   0.258   0.968   1.742   2.212   2.518   2.663 
Bottom         0.635   2.426   2.348   1.463   0.490  -0.121  -0.503  -0.659 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.019   0.064   0.116   0.153   0.175   0.182 
Precast-top   -0.010   0.157   0.210   0.802   1.441   1.819   2.071   2.200 
Bottom         0.635   2.537   2.488   1.940   1.348   0.994   0.764   0.651 
 

 
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    0.139   0.496   0.877   1.143   1.302   1.356   1.235 
Bottom        -0.111  -0.395  -0.694  -0.898  -1.018  -1.061  -0.968 
 
Prestress
Precast-top   -0.108  -0.328  -0.619  -0.904  -1.044  -1.044  -1.044 
Bottom         3.173   3.340   3.558   3.768   3.869   3.869   3.869 
 
Total
Precast-top    0.031   0.168   0.257   0.239   0.257   0.312   0.191 
Bottom         3.062   2.945   2.864   2.870   2.851   2.809   2.901 
 
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 = 12.96 %)
             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    2.97   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.010  -0.094  -0.108  -0.285  -0.539  -0.787  -0.909  -0.909
Bottom         0.635   2.762   2.772   2.907   3.097   3.279   3.368   3.368
 
Self wt.
Precast-top   -0.000   0.107   0.136   0.464   0.845   1.112   1.271   1.325
Bottom        -0.000  -0.086  -0.109  -0.370  -0.669  -0.873  -0.994  -1.036
 
DL-Prec (DC)
Precast-top   -0.000   0.016   0.020   0.067   0.122   0.161   0.184   0.192
Bottom        -0.000  -0.012  -0.016  -0.054  -0.097  -0.126  -0.144  -0.150
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.003   0.005   0.008   0.011   0.014
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.009  -0.011
 
Deck + Haunch
Precast-top   -0.000   0.117   0.147   0.505   0.919   1.208   1.381   1.440
Bottom        -0.000  -0.094  -0.118  -0.402  -0.727  -0.949  -1.080  -1.126
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.012   0.041   0.075   0.099   0.113   0.118
Precast-top   -0.000   0.007   0.009   0.031   0.057   0.075   0.086   0.090
Bottom        -0.000  -0.021  -0.026  -0.089  -0.162  -0.213  -0.243  -0.253
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.007   0.023   0.041   0.054   0.062   0.065
Precast-top   -0.000   0.004   0.005   0.017   0.031   0.041   0.047   0.049
Bottom        -0.000  -0.011  -0.014  -0.049  -0.090  -0.117  -0.134  -0.140
 
LL+I(+)
Topping-top   -0.000   0.041   0.051   0.175   0.317   0.413   0.470   0.486
Precast-top   -0.000   0.031   0.039   0.133   0.241   0.314   0.358   0.370
Bottom        -0.000  -0.089  -0.112  -0.381  -0.687  -0.892  -1.013  -1.048
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.055   0.070   0.239   0.433   0.566   0.645   0.669 
Precast-top   -0.010   0.188   0.249   0.935   1.682   2.133   2.429   2.570 
Bottom         0.635   2.448   2.376   1.558   0.661   0.102  -0.249  -0.397 
 

 
 
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    2.97   10.97   22.60   34.23   45.87   57.50
F_LL+I(+)
Topping-top   -0.000   0.034   0.043   0.144   0.255   0.331   0.371   0.372
Precast-top   -0.000   0.026   0.032   0.109   0.194   0.252   0.283   0.283
Bottom        -0.000  -0.074  -0.093  -0.312  -0.552  -0.715  -0.800  -0.801
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.052   0.175   0.313   0.408   0.459   0.463 
Precast-top   -0.005   0.104   0.137   0.510   0.914   1.161   1.318   1.383 
Bottom         0.317   1.195   1.151   0.658   0.122  -0.218  -0.418  -0.476 
 

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
    420.3    6.5   67.7    0.873   5.4   6.00e-3 50.0    432.1     1.530    3.520      0.00
      0.0    0.8   67.3     41.9 0.176      29.6 0.87    12.00     0.101    1.417 
Transfer:   3.00
    406.4    6.5   67.7    3.938  24.4   0.17e-3 29.6    286.2     0.493    1.760      0.00
    750.8    3.4   66.0    189.0 0.166     141.0 4.24    12.00     0.101    1.479 
Critical:   6.14
    387.5    6.5   67.7    4.692  24.4  -0.04e-3 28.9    242.5     0.407    1.760      0.00
   1665.9    4.0   65.7    189.0 0.159     163.6 4.95    12.00     0.101    1.544 
0.1L    :  11.63
    354.7    6.5   67.7    5.997  24.4  -0.05e-3 28.8    205.9     0.348    0.620      0.00
   3220.5    5.1   65.1    189.0 0.146     163.8 5.00    12.00     0.101    1.409 
0.2L    :  23.27
    288.6    6.5   63.5    7.378  24.4   0.04e-3 29.1    153.6     0.281    0.620      0.00
   5786.4    5.1   61.0    189.0 0.125     142.7 4.65    24.00     0.101    1.578 
0.3L    :  34.90
    223.9    6.5   66.2    7.378  24.4   1.05e-3 32.7    138.3     0.279    0.496      0.00
   7509.9    5.1   63.7    189.0 0.090      86.1 2.69    24.00     0.101    1.434 
0.4L    :  46.53
    160.7    6.5   67.6    7.378   0.0   1.53e-3 34.3    105.3     0.221    0.413      0.00
   8424.1    5.1   65.0    189.0 0.070      73.3 2.24    24.00     0.101    1.512 
0.5L    :  58.17
     99.0    6.5   67.6    7.378   0.0   1.35e-3 33.7     32.0     0.101    0.413      0.00
   8562.1    5.1   65.0    189.0 0.043      78.0 2.38    24.00     0.101    2.538 
0.6L    :  69.80
    160.7    6.5   67.6    7.378   0.0   1.53e-3 34.3    105.3     0.221    0.413      0.00
   8424.1    5.1   65.0    189.0 0.070      73.3 2.24    24.00     0.101    1.512 
0.7L    :  81.43
    223.9    6.5   66.2    7.378  24.4   1.05e-3 32.7    138.3     0.279    0.496      0.00
   7509.9    5.1   63.7    189.0 0.090      86.1 2.69    24.00     0.101    1.434 
0.8L    :  93.06
    288.6    6.5   63.5    7.378  24.4   0.04e-3 29.1    153.6     0.281    0.620      0.00
   5786.4    5.1   61.0    189.0 0.125     142.7 4.65    24.00     0.101    1.578 
0.9L    : 104.70
    354.7    6.5   67.7    5.997  24.4  -0.05e-3 28.8    205.9     0.348    0.620      0.00
   3220.5    5.1   65.1    189.0 0.146     163.8 5.00    12.00     0.101    1.409 
Critical: 110.19
    387.5    6.5   67.7    4.692  24.4  -0.04e-3 28.9    242.5     0.407    1.760      0.00
   1665.9    4.0   65.7    189.0 0.159     163.6 4.95    12.00     0.101    1.544 
Transfer: 113.33
    406.4    6.5   67.7    3.938  24.4   0.17e-3 29.6    286.2     0.493    1.760      0.00
    750.8    3.4   66.0    189.0 0.166     141.0 4.24    12.00     0.101    1.479 
Bearing : 115.67
    420.3    6.5   67.7    0.873   5.4   6.00e-3 50.0    432.1     1.530    3.520      0.00
      0.0    0.8   67.3     41.9 0.176      29.6 0.87    12.00     0.101    1.417 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1446.24
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.89
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 2
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    420.3      6.94     67.68    0.76       67.30    24.00      0.300      1.563      0.000      3.520 
Transfer:      2.33
    406.4      6.84     67.68    3.36       66.00    24.00      0.300      1.530      0.000      1.760 
Critical:      5.47
    387.6      6.56     67.68    3.98       65.69    24.00      0.300      1.435      0.000      1.760 
0.1L    :     10.97
    354.7      6.05     67.68    5.07       65.15    24.00      0.300      1.267      0.000      0.620 
0.2L    :     22.60
    288.6      5.26     63.52    5.14       60.95    24.00      0.300      1.004      0.000      0.620 
0.3L    :     34.23
    223.9      3.91     66.24    5.14       63.67    24.00      0.300      0.553      0.000      0.496 
0.4L    :     45.87
    160.7      2.75     67.60    5.15       65.03    24.00      0.300      0.165      0.000      0.413 
0.5L    :     57.50
     99.0      1.69     67.60    5.15       65.03    24.00      0.300      0.000      0.000      0.413 
0.6L    :     69.13
    160.7      2.75     67.60    5.15       65.03    24.00      0.300      0.165      0.000      0.413 
0.7L    :     80.77
    223.9      3.91     66.24    5.14       63.67    24.00      0.300      0.553      0.000      0.496 
0.8L    :     92.40
    288.6      5.26     63.52    5.14       60.95    24.00      0.300      1.004      0.000      0.620 
0.9L    :    104.03
    354.7      6.05     67.68    5.07       65.15    24.00      0.300      1.267      0.000      0.620 
Critical:    109.53
    387.6      6.56     67.68    3.98       65.69    24.00      0.300      1.435      0.000      1.760 
Transfer:    112.67
    406.4      6.84     67.68    3.36       66.00    24.00      0.300      1.530      0.000      1.760 
Bearing :    115.00
    420.3      6.94     67.68    0.76       67.30    24.00      0.300      1.563      0.000      3.520 
 

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      :       1.321  1.80      2.378  2.20      2.906
Self Wt.       :      -0.528  1.85     -0.977  2.40     -1.268
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.793            1.400            1.638
 
At 0.2 x L = 22.60 ft
Prestress      :       2.373  1.80      4.272  2.20      5.221
Self Wt.       :      -0.991  1.85     -1.833  2.40     -2.378
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          :       1.382            2.439            2.843
 
At 0.3 x L = 34.23 ft
Prestress      :       3.125  1.80      5.625  2.20      6.875
Self Wt.       :      -1.343  1.85     -2.485  2.40     -3.223
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          :       1.782            3.140            3.652
 
At 0.4 x L = 45.87 ft
Prestress      :       3.580  1.80      6.445  2.20      7.877
Self Wt.       :      -1.565  1.85     -2.895  2.40     -3.755
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          :       2.016            3.550            4.122
 
At 0.5 x L = 57.50 ft
Prestress      :       3.741  1.80      6.733  2.20      8.230
Self Wt.       :      -1.643  1.85     -3.040  2.40     -3.943
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          :       2.098            3.694            4.286
 
At 0.6 x L = 69.13 ft
Prestress      :       3.580  1.80      6.445  2.20      7.877
Self Wt.       :      -1.565  1.85     -2.895  2.40     -3.755
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          :       2.016            3.550            4.122
 
At 0.7 x L = 80.77 ft
Prestress      :       3.125  1.80      5.625  2.20      6.875
Self Wt.       :      -1.343  1.85     -2.485  2.40     -3.223
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          :       1.782            3.140            3.652
 
At 0.8 x L = 92.40 ft
Prestress      :       2.373  1.80      4.272  2.20      5.221
Self Wt.       :      -0.991  1.85     -1.833  2.40     -2.378
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          :       1.382            2.439            2.843
 
At 0.9 x L = 104.03 ft
Prestress      :       1.321  1.80      2.378  2.20      2.906
Self Wt.       :      -0.528  1.85     -0.977  2.40     -1.268
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.793            1.400            1.638
 

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
   755.6    58.8  4.782  264.9    3.9   3.36   6027.8  0.050T 1.00       -       -     -     -  
H/2     :   2.97
   955.1    58.9  4.966  264.7    4.1   3.48   6264.3  0.048T 1.00       -       -     -     -  
0.1L    :  10.97
  3269.6    60.8  7.282  262.6    6.0   5.07   9284.6  0.032T 1.00       -       -     -     -  
0.2L    :  22.60
  5961.4    63.5  7.378  262.8    6.0   5.14   9848.4  0.031T 1.00   7395.9  7395.9    1.33    -  
0.3L    :  34.23
  7854.2    66.2  7.378  263.1    6.1   5.14  10299.2  0.031T 1.00   7586.4  7586.4    1.36    -  
0.4L    :  45.87
  8987.6    67.6  7.378  263.2    6.1   5.15  10524.6  0.031T 1.00   7656.1  7656.1    1.37    -  
0.5L    :  57.50
  9338.9    67.6  7.378  263.2    6.1   5.15  10524.6  0.031T 1.00   7599.1  7599.1    1.38    -  
0.6L    :  69.13
  8987.6    67.6  7.378  263.2    6.1   5.15  10524.6  0.031T 1.00   7656.1  7656.1    1.37    -  
0.7L    :  80.77
  7854.2    66.2  7.378  263.1    6.1   5.14  10299.2  0.031T 1.00   7586.4  7586.4    1.36    -  
0.8L    :  92.40
  5961.4    63.5  7.378  262.8    6.0   5.14   9848.4  0.031T 1.00   7395.9  7395.9    1.33    -  
0.9L    : 104.03
  3269.6    60.8  7.282  262.6    6.0   5.07   9284.6  0.032T 1.00   7329.0  4348.6    1.27    -  
H/2     : 112.03
   955.1    58.9  4.966  264.7    4.1   3.48   6264.3  0.048T 1.00       -       -     -     -  
Transfer: 112.67
   755.6    58.8  4.782  264.9    3.9   3.36   6027.8  0.050T 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 1-17; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.061
        M   2.00 Fb     0.133
 
  2   2 E  60.00 Ft     0.354
        M   6.00 Fb     0.079
 
  3   2 E  58.00 Ft     0.633
        M   4.00 Fb     0.037
 
  4   2 E  56.00 Ft     0.899
        M   2.00 Fb     0.005
 
  5   2 E   6.00 Ft     0.848
        M   6.00 Fb     0.227
 
  6   2 E   6.00 Ft     0.797
        M   6.00 Fb     0.450
 
  7   2 E   6.00 Ft     0.747
        M   6.00 Fb     0.672
 
  8   2 E   4.00 Ft     0.682
        M   4.00 Fb     0.906
 
  9   2 E   4.00 Ft     0.617
        M   4.00 Fb     1.139
 
 10   2 E   4.00 Ft     0.552
        M   4.00 Fb     1.372
 
 11   2 E   4.00 Ft     0.488
        M   4.00 Fb     1.606
 
 12   2 E   4.00 Ft     0.423
        M   4.00 Fb     1.839
 
 13   2 E   2.00 Ft     0.345
        M   2.00 Fb     2.084
 
 14   2 E   2.00 Ft     0.266
        M   2.00 Fb     2.328
 
 15   2 E   2.00 Ft     0.188
        M   2.00 Fb     2.573
 
 16   2 E   2.00 Ft     0.109
        M   2.00 Fb     2.817
 
 17   2 E   2.00 Ft     0.031
        M   2.00 Fb     3.061
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTE         
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:  34
No. of strands, Draped:   6           No. of strands, Straight:  28
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  7.42 %               Final losses: 13.09 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       3.062     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.031       Trans
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 10524.60     9338.90     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.790     Midspan    1.800   0.182     Midspan
    Pre.Top:   3.600   2.663     Midspan    2.700   2.200     Midspan
    Pre.Bot:   3.600   2.426    Transfer    2.700   2.537    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.010     Bearing
    Pre.Bot:  -0.465  -0.397     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.383     Midspan
    Pre.Bot:                                                             2.400   1.195    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      :       3.741  1.80      6.733  2.20      8.230
Self Wt.       :      -1.643  1.85     -3.040  2.40     -3.943
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          :       2.098            3.694            4.286
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  115.00
     DC  Line       0.087      0.00       0.087  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    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.736   (Calculated)    
Live Moment (1  lane  loaded)  : 0.501   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.144   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.915   (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                  =        807.4 in2           1574.8 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1011350 in4#
Ht. of c.g.           =        28.75 in             47.53 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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     2.97    10.97    22.60    34.23    45.87    57.50
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    815.6    844.4    844.4    844.4    844.4    844.4    844.4    844.4
  Yb      ,  in    28.59    28.04    28.03    27.95    27.83    27.71    27.65    27.65
  MI(Ixx) , in4   424798   432160   432332   434631   438417   442728   445080   445080
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1582.7   1610.5   1610.5   1610.5   1610.5   1610.5   1610.5   1610.5
  Yb      ,  in    47.36    46.75    46.75    46.71    46.65    46.59    46.56    46.56
  MI(Ixx) , in4  1020738  1054300  1054664  1059393  1066708  1074541  1078651  1078651

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  34 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 40.72 ft from member end )
END PATTERN (Ycg = 13.18 in):
    12 @  2.000 in    10 @  4.000 in     6 @  6.000 in     2 @ 56.000 in
     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    10 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    7.38 in2      Initial Pull          =     1446.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.963 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.954 ft
Holddown Force        =  28.037 kips     Beam Shrtng (PL/AE)   =      0.505 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)       
--------------------------------------------------------------------------------------
      3958.195         740 2929.064     24.158 97838.586  1609.732     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       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     27.4199    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.4199     38.6699    Yes
      2      US#5[M16]       60.00        0.62      18.00      38.6699     77.6601    Yes
      2      US#5[M16]       60.00        0.62      15.00      77.6601     88.9101    Yes
      2      US#5[M16]       60.00        0.62      12.00      88.9101    104.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     104.9134    109.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     109.4134    109.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     109.9550    114.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     114.9550    115.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     115.2050    115.4550     No
      2      US#6[M19]       60.00        0.88       3.00     115.4550    115.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     115.7050    115.9550     No
      2      US#6[M19]       60.00        0.88       3.00     115.9550    116.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     116.2050    116.3300     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 = 7.3780 in2       Ycg =  3.65 in
         P_init    =     1446.2 kips  Ecc = 25.10 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.54 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.418 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.53 ksi    0.00 ksi
    due to Composite Loads                                 -2.12 ksi    0.00 ksi
    due to Live Loads                                      -5.65 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                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.78 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.54 ksi  ( 7.42 %)            11.12 ksi ( 5.67 %)
Total Prestress Losses                                    25.66 ksi (13.09 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.4 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 : 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    2.97   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   110.6   139.9   479.8   878.2  1162.7  1333.4  1390.3
(Max)       V      48.4    46.4    45.9    39.1    29.4    19.6     9.8     0.0
DL-Prec.  : M       0.0    16.0    20.2    69.4   127.1   168.3   193.0   201.2
DC(Max)     V       7.0     6.7     6.6     5.7     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   120.2   152.0   521.3   954.2  1263.3  1448.8  1510.6
Haunch (Max)V      52.5    50.4    49.8    42.5    31.9    21.3    10.6     0.0
Diaphragm : M       0.0     0.6     0.7     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    49.2   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.1    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.5    27.2    93.2   170.5   225.8   259.0   270.0
DW(Max)     V       9.4     9.0     8.9     7.6     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   208.8   263.9   901.2  1635.9  2143.1  2445.2  2529.4
            V     142.7   138.7   137.6   123.8   104.3    84.8    57.6    38.2
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   142.7   138.7   137.6   123.8   105.7    88.4    72.0    56.4
            M       0.0   206.1   260.1   873.1  1535.9  1946.4  2123.3  2085.5
Total     : M+      0.0   516.6   653.1  2236.6  4080.6  5381.0  6160.2  6405.3
            V     277.3   267.8   265.2   232.7   186.1   139.4    85.0    38.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   277.3   267.8   265.2   232.7   187.4   143.0    99.4    56.6
            M       0.0   513.9   649.3  2208.5  3980.6  5184.2  5838.2  5961.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.03  112.67  115.00
Self wt.  : M    1333.4  1162.7   878.2   479.8   139.9   110.6     0.0
(Max)       V       9.8    19.6    29.4    39.1    45.9    46.4    48.4
DL-Prec.  : M     193.0   168.3   127.1    69.4    20.2    16.0     0.0
DC(Max)     V       1.4     2.8     4.2     5.7     6.6     6.7     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1448.8  1263.3   954.2   521.3   152.0   120.2     0.0
Haunch (Max)V      10.6    21.3    31.9    42.5    49.8    50.4    52.5
Diaphragm : M      11.5     8.6     5.7     2.7     0.7     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    49.2    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.1    16.3    17.0
DL-Comp   : M     259.0   225.8   170.5    93.2    27.2    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     8.9     9.0     9.4
LL + I    : M+   2445.2  2143.1  1635.9   901.2   263.9   208.8     0.0
            V      57.6    84.8   104.3   123.8   137.6   138.7   142.7
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    72.0    88.4   105.7   123.8   137.6   138.7   142.7
            M    2123.3  1946.4  1535.9   873.1   260.1   206.1     0.0
Total     : M+   6160.2  5381.0  4080.6  2236.6   653.1   516.6     0.0
            V      85.0   139.4   186.1   232.7   265.2   267.8   277.3
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    99.4   143.0   187.4   232.7   265.2   267.8   277.3
            M    5838.2  5184.2  3980.6  2208.5   649.3   513.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               48.4             48.4
Deck+Haunch            52.5             52.5
Diaphragm               0.2              0.3
DL-Prec.(DC)            7.0              7.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           85.1             85.1
DL-Comp.(DW)           47.0             47.0
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    2.97   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   110.6   139.9   479.8   878.2  1162.7  1333.4  1390.3
(Max)       V      48.4    46.4    45.9    39.1    29.4    19.6     9.8     0.0
DL-Prec.  : M       0.0    16.0    20.2    69.4   127.1   168.3   193.0   201.2
DC(Max)     V       7.0     6.7     6.6     5.7     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   120.2   152.0   521.3   954.2  1263.3  1448.8  1510.6
Haunch (Max)V      52.5    50.4    49.8    42.5    31.9    21.3    10.6     0.0
Diaphragm : M       0.0     0.6     0.7     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    49.2   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.1    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.5    27.2    93.2   170.5   225.8   259.0   270.0
DW(Max)     V       9.4     9.0     8.9     7.6     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   167.0   211.1   721.0  1308.8  1714.5  1956.2  2023.5
            V     114.2   111.0   110.1    99.0    83.4    67.9    46.1    30.5
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   114.2   111.0   110.1    99.0    84.5    70.7    57.6    45.1
            M       0.0   164.8   208.1   698.5  1228.7  1557.1  1698.6  1668.4
Total     : M+      0.0   474.9   600.3  2056.4  3753.4  4952.4  5671.1  5899.5
            V     248.8   240.1   237.7   207.9   165.2   122.4    73.5    30.8
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   248.8   240.1   237.7   208.0   166.3   125.3    85.0    45.4
            M       0.0   472.7   597.3  2033.9  3673.4  4795.0  5413.5  5544.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.03  112.67  115.00
Self wt.  : M    1333.4  1162.7   878.2   479.8   139.9   110.6     0.0
(Max)       V       9.8    19.6    29.4    39.1    45.9    46.4    48.4
DL-Prec.  : M     193.0   168.3   127.1    69.4    20.2    16.0     0.0
DC(Max)     V       1.4     2.8     4.2     5.7     6.6     6.7     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1448.8  1263.3   954.2   521.3   152.0   120.2     0.0
Haunch (Max)V      10.6    21.3    31.9    42.5    49.8    50.4    52.5
Diaphragm : M      11.5     8.6     5.7     2.7     0.7     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    49.2    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.1    16.3    17.0
DL-Comp   : M     259.0   225.8   170.5    93.2    27.2    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     8.9     9.0     9.4
LL + I    : M+   1956.2  1714.5  1308.8   721.0   211.1   167.0     0.0
            V      46.1    67.9    83.4    99.0   110.1   111.0   114.2
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    57.6    70.7    84.5    99.0   110.1   111.0   114.2
            M    1698.6  1557.1  1228.7   698.5   208.1   164.8     0.0
Total     : M+   5671.1  4952.4  3753.4  2056.4   600.3   474.9     0.0
            V      73.5   122.4   165.2   207.9   237.7   240.1   248.8
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    85.0   125.3   166.3   208.0   237.7   240.1   248.8
            M    5413.5  4795.0  3673.4  2033.9   597.3   472.7     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   138.3   174.8   599.8  1097.7  1453.4  1666.8  1737.9
(Max)       V      60.4    58.0    57.3    48.9    36.7    24.5    12.2     0.0
Self wt.  : M       0.0    99.6   125.9   431.8   790.4  1046.4  1200.1  1251.3
(Min)       V      43.5    41.8    41.3    35.2    26.4    17.6     8.8     0.0
DL-Prec.  : M       0.0    20.0    25.3    86.8   158.9   210.3   241.2   251.5
DC(Max)     V       8.7     8.4     8.3     7.1     5.3     3.5     1.8     0.0
DL-Prec.  : M       0.0    14.4    18.2    62.5   114.4   151.4   173.7   181.1
DC(Min)     V       6.3     6.0     6.0     5.1     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   150.2   190.0   651.7  1192.7  1579.1  1811.0  1888.3
Haunch (Max)V      65.7    63.0    62.3    53.2    39.9    26.6    13.3     0.0
Deck +    : M       0.0   108.2   136.8   469.2   858.7  1137.0  1303.9  1359.6
Haunch (Min)V      47.3    45.4    44.8    38.3    28.7    19.1     9.6     0.0
Diaphragm : M       0.0     0.7     0.9     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     0.7     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    61.5   211.1   386.3   511.5   586.6   611.7
DC(Max)     V      21.3    20.4    20.2    17.2    12.9     8.6     4.3     0.0
DL-Comp   : M       0.0    35.0    44.3   152.0   278.2   368.3   422.4   440.4
DC(Min)     V      15.3    14.7    14.5    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    32.2    40.7   139.8   255.8   338.7   388.4   405.0
DW(Max)     V      14.1    13.5    13.4    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    14.0    17.7    60.6   110.9   146.8   168.3   175.5
DW(Min)     V       6.1     5.9     5.8     4.9     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   365.4   461.8  1577.1  2862.9  3750.4  4279.2  4426.5
            V     249.8   242.7   240.8   216.6   182.5   148.4   100.8    66.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   249.8   242.7   240.8   216.6   184.9   154.7   126.0    98.7
            M       0.0   360.6   455.2  1527.9  2687.9  3406.1  3715.7  3649.7
Total     : M+      0.0   755.6   955.1  3269.6  5961.4  7854.2  8987.6  9338.9
            V     420.3   406.4   402.6   354.6   286.1   217.6   135.6    67.1
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   420.3   406.4   402.6   354.7   288.6   223.9   160.7    99.0
            M       0.0   750.8   948.5  3220.5  5786.4  7509.9  8424.1  8562.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.03  112.67  115.00
Self wt.  : M    1666.8  1453.4  1097.7   599.8   174.8   138.3     0.0
(Max)       V      12.2    24.5    36.7    48.9    57.3    58.0    60.4
Self wt.  : M    1200.1  1046.4   790.4   431.8   125.9    99.6     0.0
(Min)       V       8.8    17.6    26.4    35.2    41.3    41.8    43.5
DL-Prec.  : M     241.2   210.3   158.9    86.8    25.3    20.0     0.0
DC(Max)     V       1.8     3.5     5.3     7.1     8.3     8.4     8.7
DL-Prec.  : M     173.7   151.4   114.4    62.5    18.2    14.4     0.0
DC(Min)     V       1.3     2.5     3.8     5.1     6.0     6.0     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
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    1811.0  1579.1  1192.7   651.7   190.0   150.2     0.0
Haunch (Max)V      13.3    26.6    39.9    53.2    62.3    63.0    65.7
Deck +    : M    1303.9  1137.0   858.7   469.2   136.8   108.2     0.0
Haunch (Min)V       9.6    19.1    28.7    38.3    44.8    45.4    47.3
Diaphragm : M      14.3    10.7     7.1     3.4     0.9     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     0.7     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    61.5    48.7     0.0
DC(Max)     V       4.3     8.6    12.9    17.2    20.2    20.4    21.3
DL-Comp   : M     422.4   368.3   278.2   152.0    44.3    35.0     0.0
DC(Min)     V       3.1     6.2     9.3    12.4    14.5    14.7    15.3
DL-Comp   : M     388.4   338.7   255.8   139.8    40.7    32.2     0.0
DW(Max)     V       2.9     5.7     8.6    11.4    13.4    13.5    14.1
DL-Comp   : M     168.3   146.8   110.9    60.6    17.7    14.0     0.0
DW(Min)     V       1.2     2.5     3.7     4.9     5.8     5.9     6.1
LL + I    : M+   4279.2  3750.4  2862.9  1577.1   461.8   365.4     0.0
            V     100.8   148.4   182.5   216.6   240.8   242.7   249.8
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   126.0   154.7   184.9   216.6   240.8   242.7   249.8
            M    3715.7  3406.1  2687.9  1527.9   455.2   360.6     0.0
Total     : M+   8987.6  7854.2  5961.4  3269.6   955.1   755.6     0.0
            V     135.6   217.6   286.1   354.6   402.6   406.4   420.3
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   160.7   223.9   288.6   354.7   402.6   406.4   420.3
            M    8424.1  7509.9  5786.4  3220.5   948.5   750.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               60.4             60.4
Deck+Haunch            65.7             65.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.7              8.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          106.4            106.4
DL-Comp.(DW)           70.4             70.4
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    2.97   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   110.6   139.9   479.8   878.2  1162.7  1333.4  1390.3
(Max)       V      48.4    46.4    45.9    39.1    29.4    19.6     9.8     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    16.0    20.2    69.4   127.1   168.3   193.0   201.2
DC(Max)     V       7.0     6.7     6.6     5.7     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   120.2   152.0   521.3   954.2  1263.3  1448.8  1510.6
Haunch (Max)V      52.5    50.4    49.8    42.5    31.9    21.3    10.6     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.7     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    49.2   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.1    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    21.5    27.2    93.2   170.5   225.8   259.0   270.0
DW(Max)     V       9.4     9.0     8.9     7.6     5.7     3.8     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   138.3   174.7   590.5  1052.7  1374.5  1545.1  1546.8
            V     111.6   108.8   108.0    98.3    85.1    64.5    51.2    38.0
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   111.6   108.8   108.0    98.3    85.1    71.8    58.5    45.3
            M       0.0   138.3   174.7   590.5  1052.7  1346.0  1470.4  1425.8
Total     : M+      0.0   446.1   563.8  1925.9  3497.4  4612.4  5260.1  5422.7
            V     246.1   237.9   235.6   207.3   166.8   119.1    78.7    38.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   246.1   237.9   235.6   207.3   166.8   126.4    86.0    45.5
            M       0.0   446.1   563.8  1925.9  3497.4  4583.9  5185.3  5301.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.03  112.67  115.00
Self wt.  : M    1333.4  1162.7   878.2   479.8   139.9   110.6     0.0
(Max)       V       9.8    19.6    29.4    39.1    45.9    46.4    48.4
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     193.0   168.3   127.1    69.4    20.2    16.0     0.0
DC(Max)     V       1.4     2.8     4.2     5.7     6.6     6.7     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1448.8  1263.3   954.2   521.3   152.0   120.2     0.0
Haunch (Max)V      10.6    21.3    31.9    42.5    49.8    50.4    52.5
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     0.7     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    49.2    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.1    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     259.0   225.8   170.5    93.2    27.2    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     8.9     9.0     9.4
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+   1545.1  1374.5  1052.7   590.5   174.7   138.3     0.0
            V      51.2    64.5    85.1    98.3   108.0   108.8   111.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    58.5    71.8    85.1    98.3   108.0   108.8   111.6
            M    1470.4  1346.0  1052.7   590.5   174.7   138.3     0.0
Total     : M+   5260.1  4612.4  3497.4  1925.9   563.8   446.1     0.0
            V      78.7   119.1   166.8   207.3   235.6   237.9   246.1
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    86.0   126.4   166.8   207.3   235.6   237.9   246.1
            M    5185.3  4583.9  3497.4  1925.9   563.8   446.1     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.63   23.27   34.90   46.53   58.17   40.72
 
Beam-Self
Precast-top    0.139   0.496   0.877   1.143   1.302   1.356   1.235 
Bottom        -0.111  -0.395  -0.694  -0.898  -1.018  -1.061  -0.968 
 
Prestress
Precast-top   -0.108  -0.328  -0.619  -0.904  -1.044  -1.044  -1.044 
Bottom         3.173   3.340   3.558   3.768   3.869   3.869   3.869 
 
Total
Precast-top    0.031   0.168   0.257   0.239   0.257   0.312   0.191 
Bottom         3.062   2.945   2.864   2.870   2.851   2.809   2.901 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.96 %)
             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    2.97   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.010  -0.094  -0.108  -0.285  -0.539  -0.787  -0.909  -0.909
Bottom         0.635   2.762   2.772   2.907   3.097   3.279   3.368   3.368
 
Self wt.
Precast-top   -0.000   0.107   0.136   0.464   0.845   1.112   1.271   1.325
Bottom        -0.000  -0.086  -0.109  -0.370  -0.669  -0.873  -0.994  -1.036
 
DL-Prec (DC)
Precast-top   -0.000   0.016   0.020   0.067   0.122   0.161   0.184   0.192
Bottom        -0.000  -0.012  -0.016  -0.054  -0.097  -0.126  -0.144  -0.150
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.003   0.005   0.008   0.011   0.014
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.009  -0.011
 
Deck + Haunch
Precast-top   -0.000   0.117   0.147   0.505   0.919   1.208   1.381   1.440
Bottom        -0.000  -0.094  -0.118  -0.402  -0.727  -0.949  -1.080  -1.126
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.012   0.041   0.075   0.099   0.113   0.118
Precast-top   -0.000   0.007   0.009   0.031   0.057   0.075   0.086   0.090
Bottom        -0.000  -0.021  -0.026  -0.089  -0.162  -0.213  -0.243  -0.253
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.007   0.023   0.041   0.054   0.062   0.065
Precast-top   -0.000   0.004   0.005   0.017   0.031   0.041   0.047   0.049
Bottom        -0.000  -0.011  -0.014  -0.049  -0.090  -0.117  -0.134  -0.140
 
LL+I(+)
Topping-top   -0.000   0.051   0.064   0.219   0.396   0.516   0.588   0.608
Precast-top   -0.000   0.039   0.049   0.166   0.301   0.393   0.447   0.463
Bottom        -0.000  -0.111  -0.140  -0.477  -0.859  -1.115  -1.267  -1.310
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.066   0.083   0.283   0.512   0.669   0.763   0.790 
Precast-top   -0.010   0.196   0.258   0.968   1.742   2.212   2.518   2.663 
Bottom         0.635   2.426   2.348   1.463   0.490  -0.121  -0.503  -0.659 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.019   0.064   0.116   0.153   0.175   0.182 
Precast-top   -0.010   0.157   0.210   0.802   1.441   1.819   2.071   2.200 
Bottom         0.635   2.537   2.488   1.940   1.348   0.994   0.764   0.651 
 

 
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    0.139   0.496   0.877   1.143   1.302   1.356   1.235 
Bottom        -0.111  -0.395  -0.694  -0.898  -1.018  -1.061  -0.968 
 
Prestress
Precast-top   -0.108  -0.328  -0.619  -0.904  -1.044  -1.044  -1.044 
Bottom         3.173   3.340   3.558   3.768   3.869   3.869   3.869 
 
Total
Precast-top    0.031   0.168   0.257   0.239   0.257   0.312   0.191 
Bottom         3.062   2.945   2.864   2.870   2.851   2.809   2.901 
 
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 = 12.96 %)
             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    2.97   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.010  -0.094  -0.108  -0.285  -0.539  -0.787  -0.909  -0.909
Bottom         0.635   2.762   2.772   2.907   3.097   3.279   3.368   3.368
 
Self wt.
Precast-top   -0.000   0.107   0.136   0.464   0.845   1.112   1.271   1.325
Bottom        -0.000  -0.086  -0.109  -0.370  -0.669  -0.873  -0.994  -1.036
 
DL-Prec (DC)
Precast-top   -0.000   0.016   0.020   0.067   0.122   0.161   0.184   0.192
Bottom        -0.000  -0.012  -0.016  -0.054  -0.097  -0.126  -0.144  -0.150
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.003   0.005   0.008   0.011   0.014
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.009  -0.011
 
Deck + Haunch
Precast-top   -0.000   0.117   0.147   0.505   0.919   1.208   1.381   1.440
Bottom        -0.000  -0.094  -0.118  -0.402  -0.727  -0.949  -1.080  -1.126
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.012   0.041   0.075   0.099   0.113   0.118
Precast-top   -0.000   0.007   0.009   0.031   0.057   0.075   0.086   0.090
Bottom        -0.000  -0.021  -0.026  -0.089  -0.162  -0.213  -0.243  -0.253
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.007   0.023   0.041   0.054   0.062   0.065
Precast-top   -0.000   0.004   0.005   0.017   0.031   0.041   0.047   0.049
Bottom        -0.000  -0.011  -0.014  -0.049  -0.090  -0.117  -0.134  -0.140
 
LL+I(+)
Topping-top   -0.000   0.041   0.051   0.175   0.317   0.413   0.470   0.486
Precast-top   -0.000   0.031   0.039   0.133   0.241   0.314   0.358   0.370
Bottom        -0.000  -0.089  -0.112  -0.381  -0.687  -0.892  -1.013  -1.048
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.055   0.070   0.239   0.433   0.566   0.645   0.669 
Precast-top   -0.010   0.188   0.249   0.935   1.682   2.133   2.429   2.570 
Bottom         0.635   2.448   2.376   1.558   0.661   0.102  -0.249  -0.397 
 

 
 
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    2.97   10.97   22.60   34.23   45.87   57.50
F_LL+I(+)
Topping-top   -0.000   0.034   0.043   0.144   0.255   0.331   0.371   0.372
Precast-top   -0.000   0.026   0.032   0.109   0.194   0.252   0.283   0.283
Bottom        -0.000  -0.074  -0.093  -0.312  -0.552  -0.715  -0.800  -0.801
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.052   0.175   0.313   0.408   0.459   0.463 
Precast-top   -0.005   0.104   0.137   0.510   0.914   1.161   1.318   1.383 
Bottom         0.317   1.195   1.151   0.658   0.122  -0.218  -0.418  -0.476 
 

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
    420.3    6.5   67.7    0.873   5.4   6.00e-3 50.0    432.1     1.530    3.520      0.00
      0.0    0.8   67.3     41.9 0.176      29.6 0.87    12.00     0.101    1.417 
Transfer:   3.00
    406.4    6.5   67.7    3.938  24.4   0.17e-3 29.6    286.2     0.493    1.760      0.00
    750.8    3.4   66.0    189.0 0.166     141.0 4.24    12.00     0.101    1.479 
Critical:   6.14
    387.5    6.5   67.7    4.692  24.4  -0.04e-3 28.9    242.5     0.407    1.760      0.00
   1665.9    4.0   65.7    189.0 0.159     163.6 4.95    12.00     0.101    1.544 
0.1L    :  11.63
    354.7    6.5   67.7    5.997  24.4  -0.05e-3 28.8    205.9     0.348    0.620      0.00
   3220.5    5.1   65.1    189.0 0.146     163.8 5.00    12.00     0.101    1.409 
0.2L    :  23.27
    288.6    6.5   63.5    7.378  24.4   0.04e-3 29.1    153.6     0.281    0.620      0.00
   5786.4    5.1   61.0    189.0 0.125     142.7 4.65    24.00     0.101    1.578 
0.3L    :  34.90
    223.9    6.5   66.2    7.378  24.4   1.05e-3 32.7    138.3     0.279    0.496      0.00
   7509.9    5.1   63.7    189.0 0.090      86.1 2.69    24.00     0.101    1.434 
0.4L    :  46.53
    160.7    6.5   67.6    7.378   0.0   1.53e-3 34.3    105.3     0.221    0.413      0.00
   8424.1    5.1   65.0    189.0 0.070      73.3 2.24    24.00     0.101    1.512 
0.5L    :  58.17
     99.0    6.5   67.6    7.378   0.0   1.35e-3 33.7     32.0     0.101    0.413      0.00
   8562.1    5.1   65.0    189.0 0.043      78.0 2.38    24.00     0.101    2.538 
0.6L    :  69.80
    160.7    6.5   67.6    7.378   0.0   1.53e-3 34.3    105.3     0.221    0.413      0.00
   8424.1    5.1   65.0    189.0 0.070      73.3 2.24    24.00     0.101    1.512 
0.7L    :  81.43
    223.9    6.5   66.2    7.378  24.4   1.05e-3 32.7    138.3     0.279    0.496      0.00
   7509.9    5.1   63.7    189.0 0.090      86.1 2.69    24.00     0.101    1.434 
0.8L    :  93.06
    288.6    6.5   63.5    7.378  24.4   0.04e-3 29.1    153.6     0.281    0.620      0.00
   5786.4    5.1   61.0    189.0 0.125     142.7 4.65    24.00     0.101    1.578 
0.9L    : 104.70
    354.7    6.5   67.7    5.997  24.4  -0.05e-3 28.8    205.9     0.348    0.620      0.00
   3220.5    5.1   65.1    189.0 0.146     163.8 5.00    12.00     0.101    1.409 
Critical: 110.19
    387.5    6.5   67.7    4.692  24.4  -0.04e-3 28.9    242.5     0.407    1.760      0.00
   1665.9    4.0   65.7    189.0 0.159     163.6 4.95    12.00     0.101    1.544 
Transfer: 113.33
    406.4    6.5   67.7    3.938  24.4   0.17e-3 29.6    286.2     0.493    1.760      0.00
    750.8    3.4   66.0    189.0 0.166     141.0 4.24    12.00     0.101    1.479 
Bearing : 115.67
    420.3    6.5   67.7    0.873   5.4   6.00e-3 50.0    432.1     1.530    3.520      0.00
      0.0    0.8   67.3     41.9 0.176      29.6 0.87    12.00     0.101    1.417 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1446.24
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.89
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 3
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    420.3      6.94     67.68    0.76       67.30    24.00      0.300      1.563      0.000      3.520 
Transfer:      2.33
    406.4      6.84     67.68    3.36       66.00    24.00      0.300      1.530      0.000      1.760 
Critical:      5.47
    387.6      6.56     67.68    3.98       65.69    24.00      0.300      1.435      0.000      1.760 
0.1L    :     10.97
    354.7      6.05     67.68    5.07       65.15    24.00      0.300      1.267      0.000      0.620 
0.2L    :     22.60
    288.6      5.26     63.52    5.14       60.95    24.00      0.300      1.004      0.000      0.620 
0.3L    :     34.23
    223.9      3.91     66.24    5.14       63.67    24.00      0.300      0.553      0.000      0.496 
0.4L    :     45.87
    160.7      2.75     67.60    5.15       65.03    24.00      0.300      0.165      0.000      0.413 
0.5L    :     57.50
     99.0      1.69     67.60    5.15       65.03    24.00      0.300      0.000      0.000      0.413 
0.6L    :     69.13
    160.7      2.75     67.60    5.15       65.03    24.00      0.300      0.165      0.000      0.413 
0.7L    :     80.77
    223.9      3.91     66.24    5.14       63.67    24.00      0.300      0.553      0.000      0.496 
0.8L    :     92.40
    288.6      5.26     63.52    5.14       60.95    24.00      0.300      1.004      0.000      0.620 
0.9L    :    104.03
    354.7      6.05     67.68    5.07       65.15    24.00      0.300      1.267      0.000      0.620 
Critical:    109.53
    387.6      6.56     67.68    3.98       65.69    24.00      0.300      1.435      0.000      1.760 
Transfer:    112.67
    406.4      6.84     67.68    3.36       66.00    24.00      0.300      1.530      0.000      1.760 
Bearing :    115.00
    420.3      6.94     67.68    0.76       67.30    24.00      0.300      1.563      0.000      3.520 
 

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      :       1.321  1.80      2.378  2.20      2.906
Self Wt.       :      -0.528  1.85     -0.977  2.40     -1.268
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.793            1.400            1.638
 
At 0.2 x L = 22.60 ft
Prestress      :       2.373  1.80      4.272  2.20      5.221
Self Wt.       :      -0.991  1.85     -1.833  2.40     -2.378
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          :       1.382            2.439            2.843
 
At 0.3 x L = 34.23 ft
Prestress      :       3.125  1.80      5.625  2.20      6.875
Self Wt.       :      -1.343  1.85     -2.485  2.40     -3.223
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          :       1.782            3.140            3.652
 
At 0.4 x L = 45.87 ft
Prestress      :       3.580  1.80      6.445  2.20      7.877
Self Wt.       :      -1.565  1.85     -2.895  2.40     -3.755
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          :       2.016            3.550            4.122
 
At 0.5 x L = 57.50 ft
Prestress      :       3.741  1.80      6.733  2.20      8.230
Self Wt.       :      -1.643  1.85     -3.040  2.40     -3.943
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          :       2.098            3.694            4.286
 
At 0.6 x L = 69.13 ft
Prestress      :       3.580  1.80      6.445  2.20      7.877
Self Wt.       :      -1.565  1.85     -2.895  2.40     -3.755
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          :       2.016            3.550            4.122
 
At 0.7 x L = 80.77 ft
Prestress      :       3.125  1.80      5.625  2.20      6.875
Self Wt.       :      -1.343  1.85     -2.485  2.40     -3.223
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          :       1.782            3.140            3.652
 
At 0.8 x L = 92.40 ft
Prestress      :       2.373  1.80      4.272  2.20      5.221
Self Wt.       :      -0.991  1.85     -1.833  2.40     -2.378
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          :       1.382            2.439            2.843
 
At 0.9 x L = 104.03 ft
Prestress      :       1.321  1.80      2.378  2.20      2.906
Self Wt.       :      -0.528  1.85     -0.977  2.40     -1.268
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.793            1.400            1.638
 

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
   755.6    58.8  4.782  264.9    3.9   3.36   6027.8  0.050T 1.00       -       -     -     -  
H/2     :   2.97
   955.1    58.9  4.966  264.7    4.1   3.48   6264.3  0.048T 1.00       -       -     -     -  
0.1L    :  10.97
  3269.6    60.8  7.282  262.6    6.0   5.07   9284.6  0.032T 1.00       -       -     -     -  
0.2L    :  22.60
  5961.4    63.5  7.378  262.8    6.0   5.14   9848.4  0.031T 1.00   7395.9  7395.9    1.33    -  
0.3L    :  34.23
  7854.2    66.2  7.378  263.1    6.1   5.14  10299.2  0.031T 1.00   7586.4  7586.4    1.36    -  
0.4L    :  45.87
  8987.6    67.6  7.378  263.2    6.1   5.15  10524.6  0.031T 1.00   7656.1  7656.1    1.37    -  
0.5L    :  57.50
  9338.9    67.6  7.378  263.2    6.1   5.15  10524.6  0.031T 1.00   7599.1  7599.1    1.38    -  
0.6L    :  69.13
  8987.6    67.6  7.378  263.2    6.1   5.15  10524.6  0.031T 1.00   7656.1  7656.1    1.37    -  
0.7L    :  80.77
  7854.2    66.2  7.378  263.1    6.1   5.14  10299.2  0.031T 1.00   7586.4  7586.4    1.36    -  
0.8L    :  92.40
  5961.4    63.5  7.378  262.8    6.0   5.14   9848.4  0.031T 1.00   7395.9  7395.9    1.33    -  
0.9L    : 104.03
  3269.6    60.8  7.282  262.6    6.0   5.07   9284.6  0.032T 1.00   7329.0  4348.6    1.27    -  
H/2     : 112.03
   955.1    58.9  4.966  264.7    4.1   3.48   6264.3  0.048T 1.00       -       -     -     -  
Transfer: 112.67
   755.6    58.8  4.782  264.9    3.9   3.36   6027.8  0.050T 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 1-17; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.061
        M   2.00 Fb     0.133
 
  2   2 E  60.00 Ft     0.354
        M   6.00 Fb     0.079
 
  3   2 E  58.00 Ft     0.633
        M   4.00 Fb     0.037
 
  4   2 E  56.00 Ft     0.899
        M   2.00 Fb     0.005
 
  5   2 E   6.00 Ft     0.848
        M   6.00 Fb     0.227
 
  6   2 E   6.00 Ft     0.797
        M   6.00 Fb     0.450
 
  7   2 E   6.00 Ft     0.747
        M   6.00 Fb     0.672
 
  8   2 E   4.00 Ft     0.682
        M   4.00 Fb     0.906
 
  9   2 E   4.00 Ft     0.617
        M   4.00 Fb     1.139
 
 10   2 E   4.00 Ft     0.552
        M   4.00 Fb     1.372
 
 11   2 E   4.00 Ft     0.488
        M   4.00 Fb     1.606
 
 12   2 E   4.00 Ft     0.423
        M   4.00 Fb     1.839
 
 13   2 E   2.00 Ft     0.345
        M   2.00 Fb     2.084
 
 14   2 E   2.00 Ft     0.266
        M   2.00 Fb     2.328
 
 15   2 E   2.00 Ft     0.188
        M   2.00 Fb     2.573
 
 16   2 E   2.00 Ft     0.109
        M   2.00 Fb     2.817
 
 17   2 E   2.00 Ft     0.031
        M   2.00 Fb     3.061
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTE         
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:  34
No. of strands, Draped:   6           No. of strands, Straight:  28
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  7.42 %               Final losses: 13.09 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       3.062     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.031       Trans
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 10524.60     9338.90     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.790     Midspan    1.800   0.182     Midspan
    Pre.Top:   3.600   2.663     Midspan    2.700   2.200     Midspan
    Pre.Bot:   3.600   2.426    Transfer    2.700   2.537    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.010     Bearing
    Pre.Bot:  -0.465  -0.397     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.383     Midspan
    Pre.Bot:                                                             2.400   1.195    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      :       3.741  1.80      6.733  2.20      8.230
Self Wt.       :      -1.643  1.85     -3.040  2.40     -3.943
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          :       2.098            3.694            4.286
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  115.00
     DC  Line       0.087      0.00       0.087  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    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.736   (Calculated)    
Live Moment (1  lane  loaded)  : 0.501   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.144   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.915   (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                  =        807.4 in2           1574.8 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1011350 in4#
Ht. of c.g.           =        28.75 in             47.53 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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     2.97    10.97    22.60    34.23    45.87    57.50
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    815.6    844.4    844.4    844.4    844.4    844.4    844.4    844.4
  Yb      ,  in    28.59    28.04    28.03    27.95    27.83    27.71    27.65    27.65
  MI(Ixx) , in4   424798   432160   432332   434631   438417   442728   445080   445080
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1582.7   1610.5   1610.5   1610.5   1610.5   1610.5   1610.5   1610.5
  Yb      ,  in    47.36    46.75    46.75    46.71    46.65    46.59    46.56    46.56
  MI(Ixx) , in4  1020738  1054300  1054664  1059393  1066708  1074541  1078651  1078651

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  34 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 40.72 ft from member end )
END PATTERN (Ycg = 13.18 in):
    12 @  2.000 in    10 @  4.000 in     6 @  6.000 in     2 @ 56.000 in
     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    10 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    7.38 in2      Initial Pull          =     1446.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.963 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.954 ft
Holddown Force        =  28.037 kips     Beam Shrtng (PL/AE)   =      0.505 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)       
--------------------------------------------------------------------------------------
      3958.195         740 2929.064     24.158 97838.586  1609.732     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       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     27.4199    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.4199     38.6699    Yes
      2      US#5[M16]       60.00        0.62      18.00      38.6699     77.6601    Yes
      2      US#5[M16]       60.00        0.62      15.00      77.6601     88.9101    Yes
      2      US#5[M16]       60.00        0.62      12.00      88.9101    104.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     104.9134    109.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     109.4134    109.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     109.9550    114.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     114.9550    115.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     115.2050    115.4550     No
      2      US#6[M19]       60.00        0.88       3.00     115.4550    115.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     115.7050    115.9550     No
      2      US#6[M19]       60.00        0.88       3.00     115.9550    116.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     116.2050    116.3300     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 = 7.3780 in2       Ycg =  3.65 in
         P_init    =     1446.2 kips  Ecc = 25.10 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.54 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.418 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.53 ksi    0.00 ksi
    due to Composite Loads                                 -2.12 ksi    0.00 ksi
    due to Live Loads                                      -5.65 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                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.78 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.54 ksi  ( 7.42 %)            11.12 ksi ( 5.67 %)
Total Prestress Losses                                    25.66 ksi (13.09 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.4 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 : 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    2.97   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   110.6   139.9   479.8   878.2  1162.7  1333.4  1390.3
(Max)       V      48.4    46.4    45.9    39.1    29.4    19.6     9.8     0.0
DL-Prec.  : M       0.0    16.0    20.2    69.4   127.1   168.3   193.0   201.2
DC(Max)     V       7.0     6.7     6.6     5.7     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   120.2   152.0   521.3   954.2  1263.3  1448.8  1510.6
Haunch (Max)V      52.5    50.4    49.8    42.5    31.9    21.3    10.6     0.0
Diaphragm : M       0.0     0.6     0.7     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    49.2   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.1    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.5    27.2    93.2   170.5   225.8   259.0   270.0
DW(Max)     V       9.4     9.0     8.9     7.6     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   208.8   263.9   901.2  1635.9  2143.1  2445.2  2529.4
            V     142.7   138.7   137.6   123.8   104.3    84.8    57.6    38.2
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   142.7   138.7   137.6   123.8   105.7    88.4    72.0    56.4
            M       0.0   206.1   260.1   873.1  1535.9  1946.4  2123.3  2085.5
Total     : M+      0.0   516.6   653.1  2236.6  4080.6  5381.0  6160.2  6405.3
            V     277.3   267.8   265.2   232.7   186.1   139.4    85.0    38.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   277.3   267.8   265.2   232.7   187.4   143.0    99.4    56.6
            M       0.0   513.9   649.3  2208.5  3980.6  5184.2  5838.2  5961.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.03  112.67  115.00
Self wt.  : M    1333.4  1162.7   878.2   479.8   139.9   110.6     0.0
(Max)       V       9.8    19.6    29.4    39.1    45.9    46.4    48.4
DL-Prec.  : M     193.0   168.3   127.1    69.4    20.2    16.0     0.0
DC(Max)     V       1.4     2.8     4.2     5.7     6.6     6.7     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1448.8  1263.3   954.2   521.3   152.0   120.2     0.0
Haunch (Max)V      10.6    21.3    31.9    42.5    49.8    50.4    52.5
Diaphragm : M      11.5     8.6     5.7     2.7     0.7     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    49.2    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.1    16.3    17.0
DL-Comp   : M     259.0   225.8   170.5    93.2    27.2    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     8.9     9.0     9.4
LL + I    : M+   2445.2  2143.1  1635.9   901.2   263.9   208.8     0.0
            V      57.6    84.8   104.3   123.8   137.6   138.7   142.7
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    72.0    88.4   105.7   123.8   137.6   138.7   142.7
            M    2123.3  1946.4  1535.9   873.1   260.1   206.1     0.0
Total     : M+   6160.2  5381.0  4080.6  2236.6   653.1   516.6     0.0
            V      85.0   139.4   186.1   232.7   265.2   267.8   277.3
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    99.4   143.0   187.4   232.7   265.2   267.8   277.3
            M    5838.2  5184.2  3980.6  2208.5   649.3   513.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               48.4             48.4
Deck+Haunch            52.5             52.5
Diaphragm               0.2              0.3
DL-Prec.(DC)            7.0              7.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           85.1             85.1
DL-Comp.(DW)           47.0             47.0
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    2.97   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   110.6   139.9   479.8   878.2  1162.7  1333.4  1390.3
(Max)       V      48.4    46.4    45.9    39.1    29.4    19.6     9.8     0.0
DL-Prec.  : M       0.0    16.0    20.2    69.4   127.1   168.3   193.0   201.2
DC(Max)     V       7.0     6.7     6.6     5.7     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   120.2   152.0   521.3   954.2  1263.3  1448.8  1510.6
Haunch (Max)V      52.5    50.4    49.8    42.5    31.9    21.3    10.6     0.0
Diaphragm : M       0.0     0.6     0.7     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    49.2   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.1    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.5    27.2    93.2   170.5   225.8   259.0   270.0
DW(Max)     V       9.4     9.0     8.9     7.6     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   167.0   211.1   721.0  1308.8  1714.5  1956.2  2023.5
            V     114.2   111.0   110.1    99.0    83.4    67.9    46.1    30.5
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   114.2   111.0   110.1    99.0    84.5    70.7    57.6    45.1
            M       0.0   164.8   208.1   698.5  1228.7  1557.1  1698.6  1668.4
Total     : M+      0.0   474.9   600.3  2056.4  3753.4  4952.4  5671.1  5899.5
            V     248.8   240.1   237.7   207.9   165.2   122.4    73.5    30.8
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   248.8   240.1   237.7   208.0   166.3   125.3    85.0    45.4
            M       0.0   472.7   597.3  2033.9  3673.4  4795.0  5413.5  5544.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.03  112.67  115.00
Self wt.  : M    1333.4  1162.7   878.2   479.8   139.9   110.6     0.0
(Max)       V       9.8    19.6    29.4    39.1    45.9    46.4    48.4
DL-Prec.  : M     193.0   168.3   127.1    69.4    20.2    16.0     0.0
DC(Max)     V       1.4     2.8     4.2     5.7     6.6     6.7     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1448.8  1263.3   954.2   521.3   152.0   120.2     0.0
Haunch (Max)V      10.6    21.3    31.9    42.5    49.8    50.4    52.5
Diaphragm : M      11.5     8.6     5.7     2.7     0.7     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    49.2    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.1    16.3    17.0
DL-Comp   : M     259.0   225.8   170.5    93.2    27.2    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     8.9     9.0     9.4
LL + I    : M+   1956.2  1714.5  1308.8   721.0   211.1   167.0     0.0
            V      46.1    67.9    83.4    99.0   110.1   111.0   114.2
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    57.6    70.7    84.5    99.0   110.1   111.0   114.2
            M    1698.6  1557.1  1228.7   698.5   208.1   164.8     0.0
Total     : M+   5671.1  4952.4  3753.4  2056.4   600.3   474.9     0.0
            V      73.5   122.4   165.2   207.9   237.7   240.1   248.8
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    85.0   125.3   166.3   208.0   237.7   240.1   248.8
            M    5413.5  4795.0  3673.4  2033.9   597.3   472.7     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   138.3   174.8   599.8  1097.7  1453.4  1666.8  1737.9
(Max)       V      60.4    58.0    57.3    48.9    36.7    24.5    12.2     0.0
Self wt.  : M       0.0    99.6   125.9   431.8   790.4  1046.4  1200.1  1251.3
(Min)       V      43.5    41.8    41.3    35.2    26.4    17.6     8.8     0.0
DL-Prec.  : M       0.0    20.0    25.3    86.8   158.9   210.3   241.2   251.5
DC(Max)     V       8.7     8.4     8.3     7.1     5.3     3.5     1.8     0.0
DL-Prec.  : M       0.0    14.4    18.2    62.5   114.4   151.4   173.7   181.1
DC(Min)     V       6.3     6.0     6.0     5.1     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   150.2   190.0   651.7  1192.7  1579.1  1811.0  1888.3
Haunch (Max)V      65.7    63.0    62.3    53.2    39.9    26.6    13.3     0.0
Deck +    : M       0.0   108.2   136.8   469.2   858.7  1137.0  1303.9  1359.6
Haunch (Min)V      47.3    45.4    44.8    38.3    28.7    19.1     9.6     0.0
Diaphragm : M       0.0     0.7     0.9     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     0.7     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    61.5   211.1   386.3   511.5   586.6   611.7
DC(Max)     V      21.3    20.4    20.2    17.2    12.9     8.6     4.3     0.0
DL-Comp   : M       0.0    35.0    44.3   152.0   278.2   368.3   422.4   440.4
DC(Min)     V      15.3    14.7    14.5    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    32.2    40.7   139.8   255.8   338.7   388.4   405.0
DW(Max)     V      14.1    13.5    13.4    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    14.0    17.7    60.6   110.9   146.8   168.3   175.5
DW(Min)     V       6.1     5.9     5.8     4.9     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   365.4   461.8  1577.1  2862.9  3750.4  4279.2  4426.5
            V     249.8   242.7   240.8   216.6   182.5   148.4   100.8    66.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   249.8   242.7   240.8   216.6   184.9   154.7   126.0    98.7
            M       0.0   360.6   455.2  1527.9  2687.9  3406.1  3715.7  3649.7
Total     : M+      0.0   755.6   955.1  3269.6  5961.4  7854.2  8987.6  9338.9
            V     420.3   406.4   402.6   354.6   286.1   217.6   135.6    67.1
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   420.3   406.4   402.6   354.7   288.6   223.9   160.7    99.0
            M       0.0   750.8   948.5  3220.5  5786.4  7509.9  8424.1  8562.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.03  112.67  115.00
Self wt.  : M    1666.8  1453.4  1097.7   599.8   174.8   138.3     0.0
(Max)       V      12.2    24.5    36.7    48.9    57.3    58.0    60.4
Self wt.  : M    1200.1  1046.4   790.4   431.8   125.9    99.6     0.0
(Min)       V       8.8    17.6    26.4    35.2    41.3    41.8    43.5
DL-Prec.  : M     241.2   210.3   158.9    86.8    25.3    20.0     0.0
DC(Max)     V       1.8     3.5     5.3     7.1     8.3     8.4     8.7
DL-Prec.  : M     173.7   151.4   114.4    62.5    18.2    14.4     0.0
DC(Min)     V       1.3     2.5     3.8     5.1     6.0     6.0     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
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    1811.0  1579.1  1192.7   651.7   190.0   150.2     0.0
Haunch (Max)V      13.3    26.6    39.9    53.2    62.3    63.0    65.7
Deck +    : M    1303.9  1137.0   858.7   469.2   136.8   108.2     0.0
Haunch (Min)V       9.6    19.1    28.7    38.3    44.8    45.4    47.3
Diaphragm : M      14.3    10.7     7.1     3.4     0.9     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     0.7     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    61.5    48.7     0.0
DC(Max)     V       4.3     8.6    12.9    17.2    20.2    20.4    21.3
DL-Comp   : M     422.4   368.3   278.2   152.0    44.3    35.0     0.0
DC(Min)     V       3.1     6.2     9.3    12.4    14.5    14.7    15.3
DL-Comp   : M     388.4   338.7   255.8   139.8    40.7    32.2     0.0
DW(Max)     V       2.9     5.7     8.6    11.4    13.4    13.5    14.1
DL-Comp   : M     168.3   146.8   110.9    60.6    17.7    14.0     0.0
DW(Min)     V       1.2     2.5     3.7     4.9     5.8     5.9     6.1
LL + I    : M+   4279.2  3750.4  2862.9  1577.1   461.8   365.4     0.0
            V     100.8   148.4   182.5   216.6   240.8   242.7   249.8
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   126.0   154.7   184.9   216.6   240.8   242.7   249.8
            M    3715.7  3406.1  2687.9  1527.9   455.2   360.6     0.0
Total     : M+   8987.6  7854.2  5961.4  3269.6   955.1   755.6     0.0
            V     135.6   217.6   286.1   354.6   402.6   406.4   420.3
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   160.7   223.9   288.6   354.7   402.6   406.4   420.3
            M    8424.1  7509.9  5786.4  3220.5   948.5   750.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               60.4             60.4
Deck+Haunch            65.7             65.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.7              8.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          106.4            106.4
DL-Comp.(DW)           70.4             70.4
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    2.97   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   110.6   139.9   479.8   878.2  1162.7  1333.4  1390.3
(Max)       V      48.4    46.4    45.9    39.1    29.4    19.6     9.8     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    16.0    20.2    69.4   127.1   168.3   193.0   201.2
DC(Max)     V       7.0     6.7     6.6     5.7     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   120.2   152.0   521.3   954.2  1263.3  1448.8  1510.6
Haunch (Max)V      52.5    50.4    49.8    42.5    31.9    21.3    10.6     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.7     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    49.2   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.1    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    21.5    27.2    93.2   170.5   225.8   259.0   270.0
DW(Max)     V       9.4     9.0     8.9     7.6     5.7     3.8     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   138.3   174.7   590.5  1052.7  1374.5  1545.1  1546.8
            V     111.6   108.8   108.0    98.3    85.1    64.5    51.2    38.0
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   111.6   108.8   108.0    98.3    85.1    71.8    58.5    45.3
            M       0.0   138.3   174.7   590.5  1052.7  1346.0  1470.4  1425.8
Total     : M+      0.0   446.1   563.8  1925.9  3497.4  4612.4  5260.1  5422.7
            V     246.1   237.9   235.6   207.3   166.8   119.1    78.7    38.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   246.1   237.9   235.6   207.3   166.8   126.4    86.0    45.5
            M       0.0   446.1   563.8  1925.9  3497.4  4583.9  5185.3  5301.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.03  112.67  115.00
Self wt.  : M    1333.4  1162.7   878.2   479.8   139.9   110.6     0.0
(Max)       V       9.8    19.6    29.4    39.1    45.9    46.4    48.4
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     193.0   168.3   127.1    69.4    20.2    16.0     0.0
DC(Max)     V       1.4     2.8     4.2     5.7     6.6     6.7     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1448.8  1263.3   954.2   521.3   152.0   120.2     0.0
Haunch (Max)V      10.6    21.3    31.9    42.5    49.8    50.4    52.5
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     0.7     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    49.2    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.1    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     259.0   225.8   170.5    93.2    27.2    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     8.9     9.0     9.4
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+   1545.1  1374.5  1052.7   590.5   174.7   138.3     0.0
            V      51.2    64.5    85.1    98.3   108.0   108.8   111.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    58.5    71.8    85.1    98.3   108.0   108.8   111.6
            M    1470.4  1346.0  1052.7   590.5   174.7   138.3     0.0
Total     : M+   5260.1  4612.4  3497.4  1925.9   563.8   446.1     0.0
            V      78.7   119.1   166.8   207.3   235.6   237.9   246.1
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    86.0   126.4   166.8   207.3   235.6   237.9   246.1
            M    5185.3  4583.9  3497.4  1925.9   563.8   446.1     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.63   23.27   34.90   46.53   58.17   40.72
 
Beam-Self
Precast-top    0.139   0.496   0.877   1.143   1.302   1.356   1.235 
Bottom        -0.111  -0.395  -0.694  -0.898  -1.018  -1.061  -0.968 
 
Prestress
Precast-top   -0.108  -0.328  -0.619  -0.904  -1.044  -1.044  -1.044 
Bottom         3.173   3.340   3.558   3.768   3.869   3.869   3.869 
 
Total
Precast-top    0.031   0.168   0.257   0.239   0.257   0.312   0.191 
Bottom         3.062   2.945   2.864   2.870   2.851   2.809   2.901 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.96 %)
             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    2.97   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.010  -0.094  -0.108  -0.285  -0.539  -0.787  -0.909  -0.909
Bottom         0.635   2.762   2.772   2.907   3.097   3.279   3.368   3.368
 
Self wt.
Precast-top   -0.000   0.107   0.136   0.464   0.845   1.112   1.271   1.325
Bottom        -0.000  -0.086  -0.109  -0.370  -0.669  -0.873  -0.994  -1.036
 
DL-Prec (DC)
Precast-top   -0.000   0.016   0.020   0.067   0.122   0.161   0.184   0.192
Bottom        -0.000  -0.012  -0.016  -0.054  -0.097  -0.126  -0.144  -0.150
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.003   0.005   0.008   0.011   0.014
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.009  -0.011
 
Deck + Haunch
Precast-top   -0.000   0.117   0.147   0.505   0.919   1.208   1.381   1.440
Bottom        -0.000  -0.094  -0.118  -0.402  -0.727  -0.949  -1.080  -1.126
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.012   0.041   0.075   0.099   0.113   0.118
Precast-top   -0.000   0.007   0.009   0.031   0.057   0.075   0.086   0.090
Bottom        -0.000  -0.021  -0.026  -0.089  -0.162  -0.213  -0.243  -0.253
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.007   0.023   0.041   0.054   0.062   0.065
Precast-top   -0.000   0.004   0.005   0.017   0.031   0.041   0.047   0.049
Bottom        -0.000  -0.011  -0.014  -0.049  -0.090  -0.117  -0.134  -0.140
 
LL+I(+)
Topping-top   -0.000   0.051   0.064   0.219   0.396   0.516   0.588   0.608
Precast-top   -0.000   0.039   0.049   0.166   0.301   0.393   0.447   0.463
Bottom        -0.000  -0.111  -0.140  -0.477  -0.859  -1.115  -1.267  -1.310
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.066   0.083   0.283   0.512   0.669   0.763   0.790 
Precast-top   -0.010   0.196   0.258   0.968   1.742   2.212   2.518   2.663 
Bottom         0.635   2.426   2.348   1.463   0.490  -0.121  -0.503  -0.659 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.019   0.064   0.116   0.153   0.175   0.182 
Precast-top   -0.010   0.157   0.210   0.802   1.441   1.819   2.071   2.200 
Bottom         0.635   2.537   2.488   1.940   1.348   0.994   0.764   0.651 
 

 
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    0.139   0.496   0.877   1.143   1.302   1.356   1.235 
Bottom        -0.111  -0.395  -0.694  -0.898  -1.018  -1.061  -0.968 
 
Prestress
Precast-top   -0.108  -0.328  -0.619  -0.904  -1.044  -1.044  -1.044 
Bottom         3.173   3.340   3.558   3.768   3.869   3.869   3.869 
 
Total
Precast-top    0.031   0.168   0.257   0.239   0.257   0.312   0.191 
Bottom         3.062   2.945   2.864   2.870   2.851   2.809   2.901 
 
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 = 12.96 %)
             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    2.97   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.010  -0.094  -0.108  -0.285  -0.539  -0.787  -0.909  -0.909
Bottom         0.635   2.762   2.772   2.907   3.097   3.279   3.368   3.368
 
Self wt.
Precast-top   -0.000   0.107   0.136   0.464   0.845   1.112   1.271   1.325
Bottom        -0.000  -0.086  -0.109  -0.370  -0.669  -0.873  -0.994  -1.036
 
DL-Prec (DC)
Precast-top   -0.000   0.016   0.020   0.067   0.122   0.161   0.184   0.192
Bottom        -0.000  -0.012  -0.016  -0.054  -0.097  -0.126  -0.144  -0.150
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.003   0.005   0.008   0.011   0.014
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.009  -0.011
 
Deck + Haunch
Precast-top   -0.000   0.117   0.147   0.505   0.919   1.208   1.381   1.440
Bottom        -0.000  -0.094  -0.118  -0.402  -0.727  -0.949  -1.080  -1.126
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.012   0.041   0.075   0.099   0.113   0.118
Precast-top   -0.000   0.007   0.009   0.031   0.057   0.075   0.086   0.090
Bottom        -0.000  -0.021  -0.026  -0.089  -0.162  -0.213  -0.243  -0.253
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.007   0.023   0.041   0.054   0.062   0.065
Precast-top   -0.000   0.004   0.005   0.017   0.031   0.041   0.047   0.049
Bottom        -0.000  -0.011  -0.014  -0.049  -0.090  -0.117  -0.134  -0.140
 
LL+I(+)
Topping-top   -0.000   0.041   0.051   0.175   0.317   0.413   0.470   0.486
Precast-top   -0.000   0.031   0.039   0.133   0.241   0.314   0.358   0.370
Bottom        -0.000  -0.089  -0.112  -0.381  -0.687  -0.892  -1.013  -1.048
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.055   0.070   0.239   0.433   0.566   0.645   0.669 
Precast-top   -0.010   0.188   0.249   0.935   1.682   2.133   2.429   2.570 
Bottom         0.635   2.448   2.376   1.558   0.661   0.102  -0.249  -0.397 
 

 
 
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    2.97   10.97   22.60   34.23   45.87   57.50
F_LL+I(+)
Topping-top   -0.000   0.034   0.043   0.144   0.255   0.331   0.371   0.372
Precast-top   -0.000   0.026   0.032   0.109   0.194   0.252   0.283   0.283
Bottom        -0.000  -0.074  -0.093  -0.312  -0.552  -0.715  -0.800  -0.801
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.052   0.175   0.313   0.408   0.459   0.463 
Precast-top   -0.005   0.104   0.137   0.510   0.914   1.161   1.318   1.383 
Bottom         0.317   1.195   1.151   0.658   0.122  -0.218  -0.418  -0.476 
 

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
    420.3    6.5   67.7    0.873   5.4   6.00e-3 50.0    432.1     1.530    3.520      0.00
      0.0    0.8   67.3     41.9 0.176      29.6 0.87    12.00     0.101    1.417 
Transfer:   3.00
    406.4    6.5   67.7    3.938  24.4   0.17e-3 29.6    286.2     0.493    1.760      0.00
    750.8    3.4   66.0    189.0 0.166     141.0 4.24    12.00     0.101    1.479 
Critical:   6.14
    387.5    6.5   67.7    4.692  24.4  -0.04e-3 28.9    242.5     0.407    1.760      0.00
   1665.9    4.0   65.7    189.0 0.159     163.6 4.95    12.00     0.101    1.544 
0.1L    :  11.63
    354.7    6.5   67.7    5.997  24.4  -0.05e-3 28.8    205.9     0.348    0.620      0.00
   3220.5    5.1   65.1    189.0 0.146     163.8 5.00    12.00     0.101    1.409 
0.2L    :  23.27
    288.6    6.5   63.5    7.378  24.4   0.04e-3 29.1    153.6     0.281    0.620      0.00
   5786.4    5.1   61.0    189.0 0.125     142.7 4.65    24.00     0.101    1.578 
0.3L    :  34.90
    223.9    6.5   66.2    7.378  24.4   1.05e-3 32.7    138.3     0.279    0.496      0.00
   7509.9    5.1   63.7    189.0 0.090      86.1 2.69    24.00     0.101    1.434 
0.4L    :  46.53
    160.7    6.5   67.6    7.378   0.0   1.53e-3 34.3    105.3     0.221    0.413      0.00
   8424.1    5.1   65.0    189.0 0.070      73.3 2.24    24.00     0.101    1.512 
0.5L    :  58.17
     99.0    6.5   67.6    7.378   0.0   1.35e-3 33.7     32.0     0.101    0.413      0.00
   8562.1    5.1   65.0    189.0 0.043      78.0 2.38    24.00     0.101    2.538 
0.6L    :  69.80
    160.7    6.5   67.6    7.378   0.0   1.53e-3 34.3    105.3     0.221    0.413      0.00
   8424.1    5.1   65.0    189.0 0.070      73.3 2.24    24.00     0.101    1.512 
0.7L    :  81.43
    223.9    6.5   66.2    7.378  24.4   1.05e-3 32.7    138.3     0.279    0.496      0.00
   7509.9    5.1   63.7    189.0 0.090      86.1 2.69    24.00     0.101    1.434 
0.8L    :  93.06
    288.6    6.5   63.5    7.378  24.4   0.04e-3 29.1    153.6     0.281    0.620      0.00
   5786.4    5.1   61.0    189.0 0.125     142.7 4.65    24.00     0.101    1.578 
0.9L    : 104.70
    354.7    6.5   67.7    5.997  24.4  -0.05e-3 28.8    205.9     0.348    0.620      0.00
   3220.5    5.1   65.1    189.0 0.146     163.8 5.00    12.00     0.101    1.409 
Critical: 110.19
    387.5    6.5   67.7    4.692  24.4  -0.04e-3 28.9    242.5     0.407    1.760      0.00
   1665.9    4.0   65.7    189.0 0.159     163.6 4.95    12.00     0.101    1.544 
Transfer: 113.33
    406.4    6.5   67.7    3.938  24.4   0.17e-3 29.6    286.2     0.493    1.760      0.00
    750.8    3.4   66.0    189.0 0.166     141.0 4.24    12.00     0.101    1.479 
Bearing : 115.67
    420.3    6.5   67.7    0.873   5.4   6.00e-3 50.0    432.1     1.530    3.520      0.00
      0.0    0.8   67.3     41.9 0.176      29.6 0.87    12.00     0.101    1.417 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1446.24
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.89
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 4
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    420.3      6.94     67.68    0.76       67.30    24.00      0.300      1.563      0.000      3.520 
Transfer:      2.33
    406.4      6.84     67.68    3.36       66.00    24.00      0.300      1.530      0.000      1.760 
Critical:      5.47
    387.6      6.56     67.68    3.98       65.69    24.00      0.300      1.435      0.000      1.760 
0.1L    :     10.97
    354.7      6.05     67.68    5.07       65.15    24.00      0.300      1.267      0.000      0.620 
0.2L    :     22.60
    288.6      5.26     63.52    5.14       60.95    24.00      0.300      1.004      0.000      0.620 
0.3L    :     34.23
    223.9      3.91     66.24    5.14       63.67    24.00      0.300      0.553      0.000      0.496 
0.4L    :     45.87
    160.7      2.75     67.60    5.15       65.03    24.00      0.300      0.165      0.000      0.413 
0.5L    :     57.50
     99.0      1.69     67.60    5.15       65.03    24.00      0.300      0.000      0.000      0.413 
0.6L    :     69.13
    160.7      2.75     67.60    5.15       65.03    24.00      0.300      0.165      0.000      0.413 
0.7L    :     80.77
    223.9      3.91     66.24    5.14       63.67    24.00      0.300      0.553      0.000      0.496 
0.8L    :     92.40
    288.6      5.26     63.52    5.14       60.95    24.00      0.300      1.004      0.000      0.620 
0.9L    :    104.03
    354.7      6.05     67.68    5.07       65.15    24.00      0.300      1.267      0.000      0.620 
Critical:    109.53
    387.6      6.56     67.68    3.98       65.69    24.00      0.300      1.435      0.000      1.760 
Transfer:    112.67
    406.4      6.84     67.68    3.36       66.00    24.00      0.300      1.530      0.000      1.760 
Bearing :    115.00
    420.3      6.94     67.68    0.76       67.30    24.00      0.300      1.563      0.000      3.520 
 

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      :       1.321  1.80      2.378  2.20      2.906
Self Wt.       :      -0.528  1.85     -0.977  2.40     -1.268
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.793            1.400            1.638
 
At 0.2 x L = 22.60 ft
Prestress      :       2.373  1.80      4.272  2.20      5.221
Self Wt.       :      -0.991  1.85     -1.833  2.40     -2.378
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          :       1.382            2.439            2.843
 
At 0.3 x L = 34.23 ft
Prestress      :       3.125  1.80      5.625  2.20      6.875
Self Wt.       :      -1.343  1.85     -2.485  2.40     -3.223
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          :       1.782            3.140            3.652
 
At 0.4 x L = 45.87 ft
Prestress      :       3.580  1.80      6.445  2.20      7.877
Self Wt.       :      -1.565  1.85     -2.895  2.40     -3.755
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          :       2.016            3.550            4.122
 
At 0.5 x L = 57.50 ft
Prestress      :       3.741  1.80      6.733  2.20      8.230
Self Wt.       :      -1.643  1.85     -3.040  2.40     -3.943
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          :       2.098            3.694            4.286
 
At 0.6 x L = 69.13 ft
Prestress      :       3.580  1.80      6.445  2.20      7.877
Self Wt.       :      -1.565  1.85     -2.895  2.40     -3.755
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          :       2.016            3.550            4.122
 
At 0.7 x L = 80.77 ft
Prestress      :       3.125  1.80      5.625  2.20      6.875
Self Wt.       :      -1.343  1.85     -2.485  2.40     -3.223
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          :       1.782            3.140            3.652
 
At 0.8 x L = 92.40 ft
Prestress      :       2.373  1.80      4.272  2.20      5.221
Self Wt.       :      -0.991  1.85     -1.833  2.40     -2.378
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          :       1.382            2.439            2.843
 
At 0.9 x L = 104.03 ft
Prestress      :       1.321  1.80      2.378  2.20      2.906
Self Wt.       :      -0.528  1.85     -0.977  2.40     -1.268
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.793            1.400            1.638
 

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
   755.6    58.8  4.782  264.9    3.9   3.36   6027.8  0.050T 1.00       -       -     -     -  
H/2     :   2.97
   955.1    58.9  4.966  264.7    4.1   3.48   6264.3  0.048T 1.00       -       -     -     -  
0.1L    :  10.97
  3269.6    60.8  7.282  262.6    6.0   5.07   9284.6  0.032T 1.00       -       -     -     -  
0.2L    :  22.60
  5961.4    63.5  7.378  262.8    6.0   5.14   9848.4  0.031T 1.00   7395.9  7395.9    1.33    -  
0.3L    :  34.23
  7854.2    66.2  7.378  263.1    6.1   5.14  10299.2  0.031T 1.00   7586.4  7586.4    1.36    -  
0.4L    :  45.87
  8987.6    67.6  7.378  263.2    6.1   5.15  10524.6  0.031T 1.00   7656.1  7656.1    1.37    -  
0.5L    :  57.50
  9338.9    67.6  7.378  263.2    6.1   5.15  10524.6  0.031T 1.00   7599.1  7599.1    1.38    -  
0.6L    :  69.13
  8987.6    67.6  7.378  263.2    6.1   5.15  10524.6  0.031T 1.00   7656.1  7656.1    1.37    -  
0.7L    :  80.77
  7854.2    66.2  7.378  263.1    6.1   5.14  10299.2  0.031T 1.00   7586.4  7586.4    1.36    -  
0.8L    :  92.40
  5961.4    63.5  7.378  262.8    6.0   5.14   9848.4  0.031T 1.00   7395.9  7395.9    1.33    -  
0.9L    : 104.03
  3269.6    60.8  7.282  262.6    6.0   5.07   9284.6  0.032T 1.00   7329.0  4348.6    1.27    -  
H/2     : 112.03
   955.1    58.9  4.966  264.7    4.1   3.48   6264.3  0.048T 1.00       -       -     -     -  
Transfer: 112.67
   755.6    58.8  4.782  264.9    3.9   3.36   6027.8  0.050T 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 1-17; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.061
        M   2.00 Fb     0.133
 
  2   2 E  60.00 Ft     0.354
        M   6.00 Fb     0.079
 
  3   2 E  58.00 Ft     0.633
        M   4.00 Fb     0.037
 
  4   2 E  56.00 Ft     0.899
        M   2.00 Fb     0.005
 
  5   2 E   6.00 Ft     0.848
        M   6.00 Fb     0.227
 
  6   2 E   6.00 Ft     0.797
        M   6.00 Fb     0.450
 
  7   2 E   6.00 Ft     0.747
        M   6.00 Fb     0.672
 
  8   2 E   4.00 Ft     0.682
        M   4.00 Fb     0.906
 
  9   2 E   4.00 Ft     0.617
        M   4.00 Fb     1.139
 
 10   2 E   4.00 Ft     0.552
        M   4.00 Fb     1.372
 
 11   2 E   4.00 Ft     0.488
        M   4.00 Fb     1.606
 
 12   2 E   4.00 Ft     0.423
        M   4.00 Fb     1.839
 
 13   2 E   2.00 Ft     0.345
        M   2.00 Fb     2.084
 
 14   2 E   2.00 Ft     0.266
        M   2.00 Fb     2.328
 
 15   2 E   2.00 Ft     0.188
        M   2.00 Fb     2.573
 
 16   2 E   2.00 Ft     0.109
        M   2.00 Fb     2.817
 
 17   2 E   2.00 Ft     0.031
        M   2.00 Fb     3.061
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTE         
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:  34
No. of strands, Draped:   6           No. of strands, Straight:  28
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  7.42 %               Final losses: 13.09 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       3.062     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.031       Trans
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 10524.60     9338.90     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.790     Midspan    1.800   0.182     Midspan
    Pre.Top:   3.600   2.663     Midspan    2.700   2.200     Midspan
    Pre.Bot:   3.600   2.426    Transfer    2.700   2.537    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.010     Bearing
    Pre.Bot:  -0.465  -0.397     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.383     Midspan
    Pre.Bot:                                                             2.400   1.195    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      :       3.741  1.80      6.733  2.20      8.230
Self Wt.       :      -1.643  1.85     -3.040  2.40     -3.943
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          :       2.098            3.694            4.286
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  3.50 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  115.00
     DC  Line       0.076      0.00       0.076  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    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.720   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.909   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.001   (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                  =        807.4 in2           1483.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           972635 in4#
Ht. of c.g.           =        28.75 in             46.31 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1645.9 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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     2.97    10.97    22.60    34.23    45.87    57.50
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    815.6    844.4    844.4    844.4    844.4    844.4    844.4    844.4
  Yb      ,  in    28.59    28.04    28.03    27.95    27.83    27.71    27.65    27.65
  MI(Ixx) , in4   424798   432160   432332   434631   438417   442728   445080   445080
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1491.2   1519.0   1519.0   1519.0   1519.0   1519.0   1519.0   1519.0
  Yb      ,  in    46.13    45.51    45.51    45.46    45.40    45.34    45.30    45.30
  MI(Ixx) , in4   981367  1012583  1012934  1017497  1024569  1032158  1036147  1036147

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  34 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 40.72 ft from member end )
END PATTERN (Ycg = 13.18 in):
    12 @  2.000 in    10 @  4.000 in     6 @  6.000 in     2 @ 56.000 in
     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    10 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    7.38 in2      Initial Pull          =     1446.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.890 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.863 ft
Holddown Force        =  28.037 kips     Beam Shrtng (PL/AE)   =      0.505 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)       
--------------------------------------------------------------------------------------
      3958.195         740 2929.064     24.158 97838.586  1609.732     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       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     27.4199    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.4199     38.6699    Yes
      2      US#5[M16]       60.00        0.62      18.00      38.6699     77.6601    Yes
      2      US#5[M16]       60.00        0.62      15.00      77.6601     88.9101    Yes
      2      US#5[M16]       60.00        0.62      12.00      88.9101    104.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     104.9134    109.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     109.4134    109.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     109.9550    114.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     114.9550    115.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     115.2050    115.4550     No
      2      US#6[M19]       60.00        0.88       3.00     115.4550    115.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     115.7050    115.9550     No
      2      US#6[M19]       60.00        0.88       3.00     115.9550    116.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     116.2050    116.3300     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 = 7.3780 in2       Ycg =  3.65 in
         P_init    =     1446.2 kips  Ecc = 25.10 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.54 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.418 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.78 ksi    0.00 ksi
    due to Composite Loads                                 -2.14 ksi    0.00 ksi
    due to Live Loads                                      -6.21 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.78 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.54 ksi  ( 7.42 %)            11.28 ksi ( 5.76 %)
Total Prestress Losses                                    25.82 ksi (13.17 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.97   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   110.6   139.9   479.8   878.2  1162.7  1333.4  1390.3
(Max)       V      48.4    46.4    45.9    39.1    29.4    19.6     9.8     0.0
DL-Prec.  : M       0.0    14.6    18.5    63.4   116.1   153.7   176.3   183.8
DC(Max)     V       6.4     6.1     6.1     5.2     3.9     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   105.9   133.8   459.2   840.4  1112.6  1276.0  1330.5
Haunch (Max)V      46.3    44.4    43.9    37.4    28.1    18.7     9.4     0.0
Diaphragm : M       0.0     0.6     0.7     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    49.2   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.1    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.5    27.2    93.2   170.5   225.8   259.0   270.0
DW(Max)     V       9.4     9.0     8.9     7.6     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   227.1   287.0   980.2  1779.3  2330.9  2659.5  2751.1
            V     125.0   121.4   120.5   108.4    91.3    74.3    50.5    33.4
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   125.0   121.4   120.5   108.4    92.5    77.4    63.0    49.4
            M       0.0   224.1   282.9   949.6  1670.5  2116.9  2309.3  2268.3
Total     : M+      0.0   519.2   656.3  2247.4  4099.2  5403.5  6185.0  6429.4
            V     252.7   244.0   241.6   211.7   168.9   126.1    76.5    33.7
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   252.7   244.0   241.6   211.8   170.1   129.2    89.1    49.6
            M       0.0   516.2   652.2  2216.8  3990.4  5189.6  5834.8  5946.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.03  112.67  115.00
Self wt.  : M    1333.4  1162.7   878.2   479.8   139.9   110.6     0.0
(Max)       V       9.8    19.6    29.4    39.1    45.9    46.4    48.4
DL-Prec.  : M     176.3   153.7   116.1    63.4    18.5    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
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
Deck +    : M    1276.0  1112.6   840.4   459.2   133.8   105.9     0.0
Haunch (Max)V       9.4    18.7    28.1    37.4    43.9    44.4    46.3
Diaphragm : M      11.5     8.6     5.7     2.7     0.7     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    49.2    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.1    16.3    17.0
DL-Comp   : M     259.0   225.8   170.5    93.2    27.2    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     8.9     9.0     9.4
LL + I    : M+   2659.5  2330.9  1779.3   980.2   287.0   227.1     0.0
            V      50.5    74.3    91.3   108.4   120.5   121.4   125.0
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    63.0    77.4    92.5   108.4   120.5   121.4   125.0
            M    2309.3  2116.9  1670.5   949.6   282.9   224.1     0.0
Total     : M+   6185.0  5403.5  4099.2  2247.4   656.3   519.2     0.0
            V      76.5   126.1   168.9   211.7   241.6   244.0   252.7
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    89.1   129.2   170.1   211.8   241.6   244.0   252.7
            M    5834.8  5189.6  3990.4  2216.8   652.2   516.2     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               48.4             48.4
Deck+Haunch            46.3             46.3
Diaphragm               0.2              0.3
DL-Prec.(DC)            6.4              6.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           85.1             85.1
DL-Comp.(DW)           47.0             47.0
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    2.97   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   110.6   139.9   479.8   878.2  1162.7  1333.4  1390.3
(Max)       V      48.4    46.4    45.9    39.1    29.4    19.6     9.8     0.0
DL-Prec.  : M       0.0    14.6    18.5    63.4   116.1   153.7   176.3   183.8
DC(Max)     V       6.4     6.1     6.1     5.2     3.9     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   105.9   133.8   459.2   840.4  1112.6  1276.0  1330.5
Haunch (Max)V      46.3    44.4    43.9    37.4    28.1    18.7     9.4     0.0
Diaphragm : M       0.0     0.6     0.7     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    49.2   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.1    13.8    10.3     6.9     3.4     0.0
DL-Comp   : M       0.0    21.5    27.2    93.2   170.5   225.8   259.0   270.0
DW(Max)     V       9.4     9.0     8.9     7.6     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   181.7   229.6   784.1  1423.5  1864.7  2127.6  2200.9
            V     100.0    97.1    96.4    86.7    73.0    59.4    40.4    26.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   100.0    97.2    96.4    86.7    74.0    61.9    50.4    39.5
            M       0.0   179.3   226.3   759.7  1336.4  1693.5  1847.5  1814.6
Total     : M+      0.0   473.8   598.9  2051.3  3743.3  4937.4  5653.1  5879.2
            V     227.7   219.7   217.5   190.1   150.6   111.2    66.4    27.0
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   227.7   219.7   217.5   190.1   151.6   113.7    76.5    39.8
            M       0.0   471.4   595.6  2026.9  3656.3  4766.2  5372.9  5492.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.03  112.67  115.00
Self wt.  : M    1333.4  1162.7   878.2   479.8   139.9   110.6     0.0
(Max)       V       9.8    19.6    29.4    39.1    45.9    46.4    48.4
DL-Prec.  : M     176.3   153.7   116.1    63.4    18.5    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
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
Deck +    : M    1276.0  1112.6   840.4   459.2   133.8   105.9     0.0
Haunch (Max)V       9.4    18.7    28.1    37.4    43.9    44.4    46.3
Diaphragm : M      11.5     8.6     5.7     2.7     0.7     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    49.2    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.1    16.3    17.0
DL-Comp   : M     259.0   225.8   170.5    93.2    27.2    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     8.9     9.0     9.4
LL + I    : M+   2127.6  1864.7  1423.5   784.1   229.6   181.7     0.0
            V      40.4    59.4    73.0    86.7    96.4    97.1   100.0
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    50.4    61.9    74.0    86.7    96.4    97.2   100.0
            M    1847.5  1693.5  1336.4   759.7   226.3   179.3     0.0
Total     : M+   5653.1  4937.4  3743.3  2051.3   598.9   473.8     0.0
            V      66.4   111.2   150.6   190.1   217.5   219.7   227.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    76.5   113.7   151.6   190.1   217.5   219.7   227.7
            M    5372.9  4766.2  3656.3  2026.9   595.6   471.4     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    2.97   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   138.3   174.8   599.8  1097.7  1453.4  1666.8  1737.9
(Max)       V      60.4    58.0    57.3    48.9    36.7    24.5    12.2     0.0
Self wt.  : M       0.0    99.6   125.9   431.8   790.4  1046.4  1200.1  1251.3
(Min)       V      43.5    41.8    41.3    35.2    26.4    17.6     8.8     0.0
DL-Prec.  : M       0.0    18.3    23.1    79.3   145.1   192.1   220.3   229.7
DC(Max)     V       8.0     7.7     7.6     6.5     4.8     3.2     1.6     0.0
DL-Prec.  : M       0.0    13.2    16.6    57.1   104.5   138.3   158.6   165.4
DC(Min)     V       5.8     5.5     5.5     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   132.3   167.3   573.9  1050.4  1390.8  1595.0  1663.1
Haunch (Max)V      57.8    55.5    54.9    46.8    35.1    23.4    11.7     0.0
Deck +    : M       0.0    95.3   120.5   413.2   756.3  1001.4  1148.4  1197.4
Haunch (Min)V      41.6    40.0    39.5    33.7    25.3    16.9     8.4     0.0
Diaphragm : M       0.0     0.7     0.9     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     0.7     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    61.5   211.1   386.3   511.5   586.6   611.7
DC(Max)     V      21.3    20.4    20.2    17.2    12.9     8.6     4.3     0.0
DL-Comp   : M       0.0    35.0    44.3   152.0   278.2   368.3   422.4   440.4
DC(Min)     V      15.3    14.7    14.5    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    32.2    40.7   139.8   255.8   338.7   388.4   405.0
DW(Max)     V      14.1    13.5    13.4    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    14.0    17.7    60.6   110.9   146.8   168.3   175.5
DW(Min)     V       6.1     5.9     5.8     4.9     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   397.4   502.3  1715.3  3113.8  4079.1  4654.2  4814.4
            V     218.7   212.5   210.8   189.6   159.8   130.0    88.3    58.5
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   218.7   212.5   210.8   189.7   161.9   135.5   110.3    86.4
            M       0.0   392.2   495.1  1661.8  2923.4  3704.6  4041.3  3969.5
Total     : M+      0.0   768.0   970.7  3322.6  6056.3  7976.3  9125.7  9479.8
            V     380.7   367.9   364.4   320.7   258.2   195.7   121.3    58.8
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   380.7   367.9   364.5   320.8   260.3   201.2   143.3    86.7
            M       0.0   762.7   963.5  3269.1  5865.9  7601.9  8512.9  8634.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.03  112.67  115.00
Self wt.  : M    1666.8  1453.4  1097.7   599.8   174.8   138.3     0.0
(Max)       V      12.2    24.5    36.7    48.9    57.3    58.0    60.4
Self wt.  : M    1200.1  1046.4   790.4   431.8   125.9    99.6     0.0
(Min)       V       8.8    17.6    26.4    35.2    41.3    41.8    43.5
DL-Prec.  : M     220.3   192.1   145.1    79.3    23.1    18.3     0.0
DC(Max)     V       1.6     3.2     4.8     6.5     7.6     7.7     8.0
DL-Prec.  : M     158.6   138.3   104.5    57.1    16.6    13.2     0.0
DC(Min)     V       1.2     2.3     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1595.0  1390.8  1050.4   573.9   167.3   132.3     0.0
Haunch (Max)V      11.7    23.4    35.1    46.8    54.9    55.5    57.8
Deck +    : M    1148.4  1001.4   756.3   413.2   120.5    95.3     0.0
Haunch (Min)V       8.4    16.9    25.3    33.7    39.5    40.0    41.6
Diaphragm : M      14.3    10.7     7.1     3.4     0.9     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     0.7     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    61.5    48.7     0.0
DC(Max)     V       4.3     8.6    12.9    17.2    20.2    20.4    21.3
DL-Comp   : M     422.4   368.3   278.2   152.0    44.3    35.0     0.0
DC(Min)     V       3.1     6.2     9.3    12.4    14.5    14.7    15.3
DL-Comp   : M     388.4   338.7   255.8   139.8    40.7    32.2     0.0
DW(Max)     V       2.9     5.7     8.6    11.4    13.4    13.5    14.1
DL-Comp   : M     168.3   146.8   110.9    60.6    17.7    14.0     0.0
DW(Min)     V       1.2     2.5     3.7     4.9     5.8     5.9     6.1
LL + I    : M+   4654.2  4079.1  3113.8  1715.3   502.3   397.4     0.0
            V      88.3   130.0   159.8   189.6   210.8   212.5   218.7
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   110.3   135.5   161.9   189.7   210.8   212.5   218.7
            M    4041.3  3704.6  2923.4  1661.8   495.1   392.2     0.0
Total     : M+   9125.7  7976.3  6056.3  3322.6   970.7   768.0     0.0
            V     121.3   195.7   258.2   320.7   364.4   367.9   380.7
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   143.3   201.2   260.3   320.8   364.5   367.9   380.7
            M    8512.9  7601.9  5865.9  3269.1   963.5   762.7     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               60.4             60.4
Deck+Haunch            57.8             57.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.0              8.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          106.4            106.4
DL-Comp.(DW)           70.4             70.4
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    2.97   10.97   22.60   34.23   45.87   57.50
Self wt.  : M       0.0   110.6   139.9   479.8   878.2  1162.7  1333.4  1390.3
(Max)       V      48.4    46.4    45.9    39.1    29.4    19.6     9.8     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    14.6    18.5    63.4   116.1   153.7   176.3   183.8
DC(Max)     V       6.4     6.1     6.1     5.2     3.9     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   105.9   133.8   459.2   840.4  1112.6  1276.0  1330.5
Haunch (Max)V      46.3    44.4    43.9    37.4    28.1    18.7     9.4     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     0.7     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    49.2   168.9   309.1   409.2   469.3   489.3
DC(Max)     V      17.0    16.3    16.1    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    21.5    27.2    93.2   170.5   225.8   259.0   270.0
DW(Max)     V       9.4     9.0     8.9     7.6     5.7     3.8     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   220.8   278.9   942.9  1680.9  2194.7  2467.1  2469.9
            V     122.1   119.0   118.2   107.6    93.1    70.6    56.1    41.6
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   122.1   119.0   118.2   107.6    93.1    78.6    64.1    49.6
            M       0.0   220.8   278.9   942.9  1680.9  2149.2  2347.8  2276.7
Total     : M+      0.0   512.9   648.2  2210.1  4000.8  5267.3  5992.6  6148.2
            V     249.8   241.5   239.3   211.0   170.7   122.4    82.1    41.8
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   249.8   241.5   239.3   211.0   170.7   130.4    90.1    49.8
            M       0.0   512.9   648.2  2210.1  4000.8  5221.8  5873.2  5955.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    69.13   80.77   92.40  104.03  112.03  112.67  115.00
Self wt.  : M    1333.4  1162.7   878.2   479.8   139.9   110.6     0.0
(Max)       V       9.8    19.6    29.4    39.1    45.9    46.4    48.4
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     176.3   153.7   116.1    63.4    18.5    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
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    1276.0  1112.6   840.4   459.2   133.8   105.9     0.0
Haunch (Max)V       9.4    18.7    28.1    37.4    43.9    44.4    46.3
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     0.7     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    49.2    38.9     0.0
DC(Max)     V       3.4     6.9    10.3    13.8    16.1    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     259.0   225.8   170.5    93.2    27.2    21.5     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     8.9     9.0     9.4
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+   2467.1  2194.7  1680.9   942.9   278.9   220.8     0.0
            V      56.1    70.6    93.1   107.6   118.2   119.0   122.1
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    64.1    78.6    93.1   107.6   118.2   119.0   122.1
            M    2347.8  2149.2  1680.9   942.9   278.9   220.8     0.0
Total     : M+   5992.6  5267.3  4000.8  2210.1   648.2   512.9     0.0
            V      82.1   122.4   170.7   211.0   239.3   241.5   249.8
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    90.1   130.4   170.7   211.0   239.3   241.5   249.8
            M    5873.2  5221.8  4000.8  2210.1   648.2   512.9     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    0.139   0.496   0.877   1.143   1.302   1.356   1.235 
Bottom        -0.111  -0.395  -0.694  -0.898  -1.018  -1.061  -0.968 
 
Prestress
Precast-top   -0.108  -0.328  -0.619  -0.904  -1.044  -1.044  -1.044 
Bottom         3.173   3.340   3.558   3.768   3.869   3.869   3.869 
 
Total
Precast-top    0.031   0.168   0.257   0.239   0.257   0.312   0.191 
Bottom         3.062   2.945   2.864   2.870   2.851   2.809   2.901 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.96 %)
             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    2.97   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.010  -0.094  -0.108  -0.285  -0.539  -0.787  -0.909  -0.909
Bottom         0.635   2.762   2.772   2.907   3.097   3.279   3.368   3.368
 
Self wt.
Precast-top   -0.000   0.107   0.136   0.464   0.845   1.112   1.271   1.325
Bottom        -0.000  -0.086  -0.109  -0.370  -0.669  -0.873  -0.994  -1.036
 
DL-Prec (DC)
Precast-top   -0.000   0.014   0.018   0.061   0.112   0.147   0.168   0.175
Bottom        -0.000  -0.011  -0.014  -0.049  -0.088  -0.115  -0.131  -0.137
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.003   0.005   0.008   0.011   0.014
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.009  -0.011
 
Deck + Haunch
Precast-top   -0.000   0.103   0.130   0.444   0.809   1.064   1.216   1.268
Bottom        -0.000  -0.082  -0.104  -0.354  -0.640  -0.836  -0.951  -0.992
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.013   0.045   0.082   0.108   0.123   0.129
Precast-top   -0.000   0.008   0.010   0.035   0.064   0.084   0.096   0.100
Bottom        -0.000  -0.021  -0.027  -0.091  -0.164  -0.216  -0.246  -0.257
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.007   0.025   0.045   0.060   0.068   0.071
Precast-top   -0.000   0.004   0.006   0.019   0.035   0.046   0.053   0.055
Bottom        -0.000  -0.012  -0.015  -0.050  -0.091  -0.119  -0.136  -0.142
 
LL+I(+)
Topping-top   -0.000   0.061   0.077   0.261   0.471   0.614   0.699   0.723
Precast-top   -0.000   0.047   0.059   0.203   0.367   0.479   0.545   0.564
Bottom        -0.000  -0.122  -0.155  -0.526  -0.946  -1.229  -1.395  -1.443
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.077   0.097   0.330   0.598   0.782   0.890   0.923 
Precast-top   -0.010   0.190   0.251   0.944   1.698   2.154   2.451   2.592 
Bottom         0.635   2.426   2.349   1.465   0.494  -0.115  -0.495  -0.650 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.020   0.070   0.127   0.167   0.191   0.200 
Precast-top   -0.010   0.143   0.192   0.742   1.332   1.675   1.906   2.029 
Bottom         0.635   2.549   2.503   1.991   1.440   1.114   0.900   0.793 
 

 
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    0.139   0.496   0.877   1.143   1.302   1.356   1.235 
Bottom        -0.111  -0.395  -0.694  -0.898  -1.018  -1.061  -0.968 
 
Prestress
Precast-top   -0.108  -0.328  -0.619  -0.904  -1.044  -1.044  -1.044 
Bottom         3.173   3.340   3.558   3.768   3.869   3.869   3.869 
 
Total
Precast-top    0.031   0.168   0.257   0.239   0.257   0.312   0.191 
Bottom         3.062   2.945   2.864   2.870   2.851   2.809   2.901 
 
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 = 12.96 %)
             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    2.97   10.97   22.60   34.23   45.87   57.50
 
Prestress
Precast-top   -0.010  -0.094  -0.108  -0.285  -0.539  -0.787  -0.909  -0.909
Bottom         0.635   2.762   2.772   2.907   3.097   3.279   3.368   3.368
 
Self wt.
Precast-top   -0.000   0.107   0.136   0.464   0.845   1.112   1.271   1.325
Bottom        -0.000  -0.086  -0.109  -0.370  -0.669  -0.873  -0.994  -1.036
 
DL-Prec (DC)
Precast-top   -0.000   0.014   0.018   0.061   0.112   0.147   0.168   0.175
Bottom        -0.000  -0.011  -0.014  -0.049  -0.088  -0.115  -0.131  -0.137
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.003   0.005   0.008   0.011   0.014
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.009  -0.011
 
Deck + Haunch
Precast-top   -0.000   0.103   0.130   0.444   0.809   1.064   1.216   1.268
Bottom        -0.000  -0.082  -0.104  -0.354  -0.640  -0.836  -0.951  -0.992
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.013   0.045   0.082   0.108   0.123   0.129
Precast-top   -0.000   0.008   0.010   0.035   0.064   0.084   0.096   0.100
Bottom        -0.000  -0.021  -0.027  -0.091  -0.164  -0.216  -0.246  -0.257
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.007   0.025   0.045   0.060   0.068   0.071
Precast-top   -0.000   0.004   0.006   0.019   0.035   0.046   0.053   0.055
Bottom        -0.000  -0.012  -0.015  -0.050  -0.091  -0.119  -0.136  -0.142
 
LL+I(+)
Topping-top   -0.000   0.048   0.061   0.209   0.377   0.491   0.559   0.579
Precast-top   -0.000   0.038   0.048   0.162   0.293   0.383   0.436   0.451
Bottom        -0.000  -0.098  -0.124  -0.420  -0.757  -0.983  -1.116  -1.155
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.065   0.082   0.278   0.504   0.659   0.751   0.778 
Precast-top   -0.010   0.181   0.239   0.904   1.625   2.058   2.342   2.480 
Bottom         0.635   2.451   2.380   1.570   0.683   0.131  -0.216  -0.361 
 

 
 
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    2.97   10.97   22.60   34.23   45.87   57.50
F_LL+I(+)
Topping-top   -0.000   0.059   0.074   0.251   0.445   0.578   0.648   0.649
Precast-top   -0.000   0.046   0.058   0.195   0.346   0.451   0.506   0.506
Bottom        -0.000  -0.119  -0.150  -0.506  -0.894  -1.157  -1.294  -1.296
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.067   0.085   0.286   0.509   0.662   0.744   0.749 
Precast-top   -0.005   0.117   0.154   0.566   1.012   1.288   1.459   1.520 
Bottom         0.317   1.155   1.101   0.490  -0.174  -0.600  -0.844  -0.899 
 

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
    380.7    6.5   67.7    0.876   5.4   6.00e-3 50.0    388.0     1.375    3.520      0.00
      0.0    0.9   67.2     41.9 0.159      29.5 0.87    12.00     0.101    1.563 
Transfer:   3.00
    367.9    6.5   67.7    3.952  24.4  -0.02e-3 28.9    223.6     0.376    1.760      0.00
    762.7    3.8   65.8    189.0 0.150     160.8 4.86    12.00     0.101    1.628 
Critical:   6.12
    350.8    6.5   67.7    4.702  24.4  -0.06e-3 28.8    199.5     0.335    1.760      0.00
   1685.7    4.5   65.4    189.0 0.143     165.8 5.04    12.00     0.101    1.699 
0.1L    :  11.63
    320.8    6.5   67.7    6.014  24.4  -0.06e-3 28.8    167.9     0.285    0.620      0.00
   3269.1    5.8   64.8    189.0 0.131     164.2 5.03    12.00     0.101    1.555 
0.2L    :  23.27
    260.3    6.5   63.5    7.378  24.4   0.01e-3 29.0    120.0     0.220    0.620      0.00
   5865.9    5.8   60.6    189.0 0.112     144.9 4.75    24.00     0.101    1.754 
0.3L    :  34.90
    201.2    6.5   66.2    7.378  24.4   1.06e-3 32.7    113.9     0.231    0.496      0.00
   7601.9    5.8   63.3    189.0 0.081      85.2 2.67    24.00     0.101    1.584 
0.4L    :  46.53
    143.3    6.5   67.6    7.378   0.0   1.56e-3 34.5     87.2     0.185    0.413      0.00
   8512.9    5.8   64.7    189.0 0.063      72.0 2.21    24.00     0.101    1.675 
0.5L    :  58.17
     86.7    6.5   67.6    7.378   0.0   1.40e-3 33.9     20.1     0.101    0.413      0.00
   8634.9    5.8   64.7    189.0 0.038      76.2 2.34    24.00     0.101    2.856 
0.6L    :  69.80
    143.3    6.5   67.6    7.378   0.0   1.56e-3 34.5     87.2     0.185    0.413      0.00
   8512.9    5.8   64.7    189.0 0.063      72.0 2.21    24.00     0.101    1.675 
0.7L    :  81.43
    201.2    6.5   66.2    7.378  24.4   1.06e-3 32.7    113.9     0.231    0.496      0.00
   7601.9    5.8   63.3    189.0 0.081      85.2 2.67    24.00     0.101    1.584 
0.8L    :  93.06
    260.3    6.5   63.5    7.378  24.4   0.01e-3 29.0    120.0     0.220    0.620      0.00
   5865.9    5.8   60.6    189.0 0.112     144.9 4.75    24.00     0.101    1.754 
0.9L    : 104.70
    320.8    6.5   67.7    6.014  24.4  -0.06e-3 28.8    167.9     0.285    0.620      0.00
   3269.1    5.8   64.8    189.0 0.131     164.2 5.03    12.00     0.101    1.555 
Critical: 110.21
    350.8    6.5   67.7    4.702  24.4  -0.06e-3 28.8    199.5     0.335    1.760      0.00
   1685.7    4.5   65.4    189.0 0.143     165.8 5.04    12.00     0.101    1.699 
Transfer: 113.33
    367.9    6.5   67.7    3.952  24.4  -0.02e-3 28.9    223.6     0.376    1.760      0.00
    762.7    3.8   65.8    189.0 0.150     160.8 4.86    12.00     0.101    1.628 
Bearing : 115.67
    380.7    6.5   67.7    0.876   5.4   6.00e-3 50.0    388.0     1.375    3.520      0.00
      0.0    0.9   67.2     41.9 0.159      29.5 0.87    12.00     0.101    1.563 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1446.24
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.89
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 5
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    380.7      6.29     67.68    0.86       67.25    24.00      0.300      1.347      0.000      3.520 
Transfer:      2.33
    367.9      6.22     67.68    3.82       65.77    24.00      0.300      1.322      0.000      1.760 
Critical:      5.45
    350.9      5.96     67.68    4.53       65.41    24.00      0.300      1.237      0.000      1.760 
0.1L    :     10.97
    320.8      5.50     67.68    5.76       64.80    24.00      0.300      1.084      0.000      0.620 
0.2L    :     22.60
    260.3      4.77     63.52    5.83       60.61    24.00      0.300      0.841      0.000      0.620 
0.3L    :     34.23
    201.2      3.53     66.24    5.83       63.32    24.00      0.300      0.427      0.000      0.496 
0.4L    :     45.87
    143.3      2.46     67.60    5.84       64.68    24.00      0.300      0.071      0.000      0.413 
0.5L    :     57.50
     86.7      1.49     67.60    5.84       64.68    24.00      0.300      0.000      0.000      0.413 
0.6L    :     69.13
    143.3      2.46     67.60    5.84       64.68    24.00      0.300      0.071      0.000      0.413 
0.7L    :     80.77
    201.2      3.53     66.24    5.83       63.32    24.00      0.300      0.427      0.000      0.496 
0.8L    :     92.40
    260.3      4.77     63.52    5.83       60.61    24.00      0.300      0.841      0.000      0.620 
0.9L    :    104.03
    320.8      5.50     67.68    5.76       64.80    24.00      0.300      1.084      0.000      0.620 
Critical:    109.55
    350.9      5.96     67.68    4.53       65.41    24.00      0.300      1.237      0.000      1.760 
Transfer:    112.67
    367.9      6.22     67.68    3.82       65.77    24.00      0.300      1.322      0.000      1.760 
Bearing :    115.00
    380.7      6.29     67.68    0.86       67.25    24.00      0.300      1.347      0.000      3.520 
 

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      :       1.321  1.80      2.378  2.20      2.906
Self Wt.       :      -0.528  1.85     -0.977  2.40     -1.268
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.793            1.400            1.638
 
At 0.2 x L = 22.60 ft
Prestress      :       2.373  1.80      4.272  2.20      5.221
Self Wt.       :      -0.991  1.85     -1.833  2.40     -2.378
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          :       1.382            2.439            2.843
 
At 0.3 x L = 34.23 ft
Prestress      :       3.125  1.80      5.625  2.20      6.875
Self Wt.       :      -1.343  1.85     -2.485  2.40     -3.223
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          :       1.782            3.140            3.652
 
At 0.4 x L = 45.87 ft
Prestress      :       3.580  1.80      6.445  2.20      7.877
Self Wt.       :      -1.565  1.85     -2.895  2.40     -3.755
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          :       2.016            3.550            4.122
 
At 0.5 x L = 57.50 ft
Prestress      :       3.741  1.80      6.733  2.20      8.230
Self Wt.       :      -1.643  1.85     -3.040  2.40     -3.943
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          :       2.098            3.694            4.286
 
At 0.6 x L = 69.13 ft
Prestress      :       3.580  1.80      6.445  2.20      7.877
Self Wt.       :      -1.565  1.85     -2.895  2.40     -3.755
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          :       2.016            3.550            4.122
 
At 0.7 x L = 80.77 ft
Prestress      :       3.125  1.80      5.625  2.20      6.875
Self Wt.       :      -1.343  1.85     -2.485  2.40     -3.223
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          :       1.782            3.140            3.652
 
At 0.8 x L = 92.40 ft
Prestress      :       2.373  1.80      4.272  2.20      5.221
Self Wt.       :      -0.991  1.85     -1.833  2.40     -2.378
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          :       1.382            2.439            2.843
 
At 0.9 x L = 104.03 ft
Prestress      :       1.321  1.80      2.378  2.20      2.906
Self Wt.       :      -0.528  1.85     -0.977  2.40     -1.268
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.793            1.400            1.638
 

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
   768.0    58.8  4.799  264.2    4.5   3.82   6007.9  0.043T 1.00       -       -     -     -  
H/2     :   2.97
   970.7    58.9  4.982  264.0    4.7   3.97   6241.7  0.042T 1.00       -       -     -     -  
0.1L    :  10.97
  3322.6    60.8  7.303  261.6    6.8   5.76   9219.7  0.028T 1.00       -       -     -     -  
0.2L    :  22.60
  6056.3    63.5  7.378  261.8    6.9   5.83   9756.7  0.027T 1.00   7378.8  7378.8    1.32    -  
0.3L    :  34.23
  7976.3    66.2  7.378  262.2    6.9   5.83  10207.1  0.027T 1.00   7592.3  7592.3    1.34    -  
0.4L    :  45.87
  9125.7    67.6  7.378  262.3    6.9   5.84  10432.4  0.027T 1.00   7676.0  7676.0    1.36    -  
0.5L    :  57.50
  9479.8    67.6  7.378  262.3    6.9   5.84  10432.4  0.027T 1.00   7624.8  7624.8    1.37    -  
0.6L    :  69.13
  9125.7    67.6  7.378  262.3    6.9   5.84  10432.4  0.027T 1.00   7676.0  7676.0    1.36    -  
0.7L    :  80.77
  7976.3    66.2  7.378  262.2    6.9   5.83  10207.1  0.027T 1.00   7592.3  7592.3    1.34    -  
0.8L    :  92.40
  6056.3    63.5  7.378  261.8    6.9   5.83   9756.7  0.027T 1.00   7378.8  7378.8    1.32    -  
0.9L    : 104.03
  3322.6    60.8  7.303  261.6    6.8   5.76   9219.7  0.028T 1.00   7276.1  4419.1    1.27    -  
H/2     : 112.03
   970.7    58.9  4.982  264.0    4.7   3.97   6241.7  0.042T 1.00       -       -     -     -  
Transfer: 112.67
   768.0    58.8  4.799  264.2    4.5   3.82   6007.9  0.043T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 5; Groups 1-17; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.061
        M   2.00 Fb     0.133
 
  2   2 E  60.00 Ft     0.354
        M   6.00 Fb     0.079
 
  3   2 E  58.00 Ft     0.633
        M   4.00 Fb     0.037
 
  4   2 E  56.00 Ft     0.899
        M   2.00 Fb     0.005
 
  5   2 E   6.00 Ft     0.848
        M   6.00 Fb     0.227
 
  6   2 E   6.00 Ft     0.797
        M   6.00 Fb     0.450
 
  7   2 E   6.00 Ft     0.747
        M   6.00 Fb     0.672
 
  8   2 E   4.00 Ft     0.682
        M   4.00 Fb     0.906
 
  9   2 E   4.00 Ft     0.617
        M   4.00 Fb     1.139
 
 10   2 E   4.00 Ft     0.552
        M   4.00 Fb     1.372
 
 11   2 E   4.00 Ft     0.488
        M   4.00 Fb     1.606
 
 12   2 E   4.00 Ft     0.423
        M   4.00 Fb     1.839
 
 13   2 E   2.00 Ft     0.345
        M   2.00 Fb     2.084
 
 14   2 E   2.00 Ft     0.266
        M   2.00 Fb     2.328
 
 15   2 E   2.00 Ft     0.188
        M   2.00 Fb     2.573
 
 16   2 E   2.00 Ft     0.109
        M   2.00 Fb     2.817
 
 17   2 E   2.00 Ft     0.031
        M   2.00 Fb     3.061
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTE         
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:  34
No. of strands, Draped:   6           No. of strands, Straight:  28
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  7.42 %               Final losses: 13.17 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       3.062     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.031       Trans
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 10432.37     9479.83     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.923     Midspan    1.800   0.200     Midspan
    Pre.Top:   3.600   2.592     Midspan    2.700   2.029     Midspan
    Pre.Bot:   3.600   2.426    Transfer    2.700   2.549    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.010     Bearing
    Pre.Bot:  -0.465  -0.361     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.520     Midspan
    Pre.Bot:                                                             2.400   1.155    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      :       3.741  1.80      6.733  2.20      8.230
Self Wt.       :      -1.643  1.85     -3.040  2.40     -3.943
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          :       2.098            3.694            4.286
 
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

