 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTE70 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 70 feet, girder spacing is 9.25 feet, and deck overhang width is 3 feet 
                     and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) There are no hold-down points as only straight strands are used.
                     (9) The beam lifting and supporting points are both assumed are 2 feet and 3.5 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 4.5 ksi and 5 ksi, respectively.
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_f3a9.tmp\BTE70\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 =   5073324.00
 
SPAN DATA
---------
Precast length    , ft =     71.330
Bearing-to-bearing, ft =     70.000
Release span      , ft =     71.330
 
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      =      5.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4592.230        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      4.500 
Eci ,ksi      =   4435.310
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Straight Pattern
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: YES
------------------------------------------------
Left Barrier Weight, klf                 0.650
Right Barrier Weight, klf                0.650
Left Curb Weight, klf                    0.000
Right Curb Weight, klf                   0.000
Left Sidewalk, klf                       0.000
Right Sidewalk, klf                      0.000
Future Wearing Surface, ksf              0.020
Sacrificial Wearing Surface, in          0.750
Stay in Place Deck Forms, klf            0.000
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.035    0.00       0.035   70.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   70.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   70.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   70.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   70.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   70.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   70.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   70.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   70.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   70.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   70.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   35.000
   1    2        0.500   35.000
   1    3        0.500   35.000
   1    4        0.500   35.000
   1    5        0.250   35.000
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   70.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   70.00   Right Barrier Weight
   1    DW Area        0.020   40.83          -       -    Future Wearing Surface
 
TEMPERATURE LOADS
-----------------
 
LIVE LOADS
----------
Live load deflection: included.
ID: Design Lane (Type: Design Lane)
ID: Design Tandem (Type: Design Tandem)
ID: Design Truck (Type: Design Truck)
 
Pedestrian Load - NONE
 

ANALYSIS DATA:
--------------
ANALYSIS PARAMETERS DATA
------------------------
 
  Truck impact:       1.330 
  Lane  impact:       1.000 
  Strength II impact: 1.330 
  Fatigue impact:     1.150 
 
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
 
  Include sacrificial deck thick in ts:                     NO   
  Is Span Post-tensioned:                                   NO   
  Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO   
  ADTT (Average Daily Truck Traffic)    :                   5000 
  Percent of the specified force effect :                   1.00 
  Apply reduction of Moment for skew:                       NO   
 
NOTE: Beam specific dead and live load DFs are printed in beam level reports.
 
LOAD FACTORS: (Table 3.4.1-1 & 3.4.1-2)
---------------------------------------
 
               Live DC(max) DC(min) DW(max) DW(min) 
----------------------------------------------------
  Service I:   1.00    1.00    1.00    1.00    1.00 
  Service III: 0.80    1.00    1.00    1.00    1.00 
  Strength I:  1.75    1.25    0.90    1.50    0.65 
  Fatigue I:   1.75    -       -       -       -    
 
 
----------
 
  Ductility Factor:  1.00 
  Redundancy Factor: 1.00 
  Importance Factor: 1.00 
 
----------------------------------------------------------------------------------------------------


PROJECT PARAMETERS DATA:
------------------------
SPAN TO DEPTH RATIO (Table 2.5.2.6.3-1):
----------------------------------------
 
  Span Computed Allowable Status 
---------------------------------
     1    0.083     0.045 OK     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              4.50 ksi 
  Elasticity          4435.3 ksi 
  Max comp              2.93 ksi 
  Max tens             -0.19 ksi 
  Max tens,  w/reinf   -0.51 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      5.00 ksi    4.00 ksi 
  Elasticity 4592.23 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.00 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.25 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.42 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    4.50        5.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.50 in):
 
  10 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00  0.6250  1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  1.1250  6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  6.6250  7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  7.1670 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.1670 14.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 14.1670 19.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 19.1670 52.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 52.1631 57.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 57.1631 61.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 61.1631 64.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 64.1631 64.7051 Yes       
       2 US#6[M19]  60.0  0.88    6.00 64.7051 70.2051 Yes       
       2 US#6[M19]  60.0  0.88    6.00 70.2051 70.7051 No        
       2 US#6[M19]  60.0  0.88    6.00 70.7051 71.2051 Yes       
       2 US#6[M19]  60.0  0.88    1.50 71.2051 71.3301 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 71.3300       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:
 16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.50 in):
 
  10 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00  0.6250  1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  1.1250  6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  6.6250  7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  7.1670 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.1670 14.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 14.1670 19.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 19.1670 52.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 52.1631 57.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 57.1631 61.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 61.1631 64.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 64.1631 64.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 64.7050 70.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 70.2050 70.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 70.7050 71.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 71.2050 71.3300 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 71.3300       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:
 16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.50 in):
 
  10 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00  0.6250  1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  1.1250  6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  6.6250  7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  7.1670 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.1670 14.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 14.1670 19.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 19.1670 52.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 52.1631 57.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 57.1631 61.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 61.1631 64.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 64.1631 64.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 64.7050 70.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 70.2050 70.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 70.7050 71.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 71.2050 71.3300 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 71.3300       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:
 16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.50 in):
 
  10 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00  0.6250  1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  1.1250  6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  6.6250  7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  7.1670 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.1670 14.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 14.1670 19.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 19.1670 52.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 52.1631 57.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 57.1631 61.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 61.1631 64.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 64.1631 64.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 64.7050 70.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 70.2050 70.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 70.7050 71.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 71.2050 71.3300 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 71.3300       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:
 16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.50 in):
 
  10 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00  0.6250  1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  1.1250  6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  6.6250  7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  7.1670 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.1670 14.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 14.1670 19.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 19.1670 52.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 52.1631 57.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 57.1631 61.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 61.1631 64.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 64.1631 64.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 64.7050 70.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 70.2050 70.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 70.7050 71.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 71.2050 71.3300 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 71.3300       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 (Manual input)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   70.00
     DC  Line       0.052      0.00       0.052   70.00
     DC  Line       0.076      0.00       0.076   70.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    35.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 71.330 ft
Release length = 71.330 ft
Design  length = 70.000 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)  : 0.819   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.887   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.977   (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           1525.2 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           990790 in4#
Ht. of c.g.           =        28.75 in             46.88 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 = 0.9290

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97     6.47    13.60    20.73    27.87    35.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    811.6    826.2    826.2    826.2    826.2    826.2    826.2    826.2
  Yb      ,  in    28.62    28.17    28.17    28.17    28.17    28.17    28.17    28.17
  MI(Ixx) , in4   425439   434527   434527   434527   434527   434527   434527   434527
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1529.2   1543.3   1543.3   1543.3   1543.3   1543.3   1543.3   1543.3
  Yb      ,  in    46.77    46.38    46.38    46.38    46.38    46.38    46.38    46.38
  MI(Ixx) , in4   998312  1024415  1024415  1024415  1024415  1024415  1024415  1024415

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
 Outer  15.00 %:
  Max tens           =      -0.51 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 Center  70.00 %:
  Max tens           =      -0.51 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.50 in):
    10 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.47 in2      Initial Pull          =      680.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.973 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.966 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.159 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)       
-------------------------------------------------------------------------------------
      1141.280         740 844.547     14.813 59991.633  1042.171     451.514        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     10.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1670     14.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      14.1670     19.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      19.1670     52.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      52.1631     57.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      57.1631     61.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      61.1631     64.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      64.1631     64.7051    Yes
      2      US#6[M19]       60.00        0.88       6.00      64.7051     70.2051    Yes
      2      US#6[M19]       60.00        0.88       6.00      70.2051     70.7051     No
      2      US#6[M19]       60.00        0.88       6.00      70.7051     71.2051    Yes
      2      US#6[M19]       60.00        0.88       1.50      71.2051     71.3301     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 71.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.4720 in2       Ycg =  3.50 in
         P_init    =      680.6 kips  Ecc = 25.25 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.66 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.347 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.53 ksi    0.00 ksi
    due to Composite Loads                                 -0.88 ksi    0.00 ksi
    due to Live Loads                                      -3.46 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         7.66 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.66 ksi  ( 4.42 %)            14.11 ksi ( 7.20 %)
Total Prestress Losses                                    22.76 ksi (11.61 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.3 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    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    66.4    83.7   172.8   322.6   429.6   493.7   515.1
(Max)       V      29.4    27.5    26.9    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0    12.9    16.2    33.5    62.6    83.3    95.8    99.9
DC(Max)     V       5.7     5.3     5.2     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    63.6    80.1   165.4   308.7   411.1   472.5   493.0
Haunch (Max)V      28.2    26.3    25.8    23.0    17.2    11.5     5.7     0.0
Diaphragm : M       0.0     0.3     0.4     0.8     1.7     2.6     3.5     4.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.4    29.5    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.5     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    16.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.2     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   192.5   242.1   496.7   912.4  1189.5  1352.9  1388.9
            V     102.9    98.1    96.8    89.5    75.7    61.9    44.0    30.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   102.9    98.1    96.8    89.5    76.4    63.7    51.5    39.8
            M       0.0   196.6   246.6   496.7   871.1  1108.1  1204.3  1167.3
Total     : M+      0.0   372.0   468.2   963.6  1784.1  2350.6  2688.0  2782.7
            V     182.5   172.3   169.6   154.4   124.4    94.4    60.3    30.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   182.5   172.3   169.6   154.4   125.0    96.2    67.8    39.9
            M       0.0   376.1   472.6   963.6  1742.8  2269.3  2539.4  2561.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.03   67.67   70.00
Self wt.  : M     493.7   429.6   322.6   172.8    83.7    66.4     0.0
(Max)       V       6.0    12.0    18.0    24.0    26.9    27.5    29.4
DL-Prec.  : M      95.8    83.3    62.6    33.5    16.2    12.9     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.2     5.3     5.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     472.5   411.1   308.7   165.4    80.1    63.6     0.0
Haunch (Max)V       5.7    11.5    17.2    23.0    25.8    26.3    28.2
Diaphragm : M       3.5     2.6     1.7     0.8     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     173.8   151.2   113.5    60.8    29.5    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.5     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.6    16.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.2     5.3     5.7
LL + I    : M+   1352.9  1189.5   912.4   496.7   242.1   192.5     0.0
            V      44.0    61.9    75.7    89.5    96.8    98.1   102.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    51.5    63.7    76.4    89.5    96.8    98.1   102.9
            M    1204.3  1108.1   871.1   496.7   246.6   196.6     0.0
Total     : M+   2688.0  2350.6  1784.1   963.6   468.2   372.0     0.0
            V      60.3    94.4   124.4   154.4   169.6   172.3   182.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    67.8    96.2   125.0   154.4   169.6   172.3   182.5
            M    2539.4  2269.3  1742.8   963.6   472.6   376.1     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.4             29.4
Deck+Haunch            28.2             28.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.7              5.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           51.8             51.8
DL-Comp.(DW)           28.6             28.6
Live                   84.8             84.8
        Truck          62.4             62.4
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    66.4    83.7   172.8   322.6   429.6   493.7   515.1
(Max)       V      29.4    27.5    26.9    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0    12.9    16.2    33.5    62.6    83.3    95.8    99.9
DC(Max)     V       5.7     5.3     5.2     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    63.6    80.1   165.4   308.7   411.1   472.5   493.0
Haunch (Max)V      28.2    26.3    25.8    23.0    17.2    11.5     5.7     0.0
Diaphragm : M       0.0     0.3     0.4     0.8     1.7     2.6     3.5     4.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.4    29.5    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.5     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    16.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.2     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   154.0   193.7   397.4   729.9   951.6  1082.3  1111.1
            V      82.4    78.5    77.4    71.6    60.6    49.5    35.2    24.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    82.4    78.5    77.4    71.6    61.1    51.0    41.2    31.8
            M       0.0   157.3   197.3   397.4   696.8   886.5   963.4   933.9
Total     : M+      0.0   333.5   419.8   864.3  1601.6  2112.7  2417.4  2504.9
            V     161.9   152.7   150.2   136.5   109.3    82.0    51.5    24.2
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   161.9   152.7   150.2   136.5   109.8    83.5    57.5    31.9
            M       0.0   336.8   423.3   864.3  1568.6  2047.7  2298.6  2327.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.03   67.67   70.00
Self wt.  : M     493.7   429.6   322.6   172.8    83.7    66.4     0.0
(Max)       V       6.0    12.0    18.0    24.0    26.9    27.5    29.4
DL-Prec.  : M      95.8    83.3    62.6    33.5    16.2    12.9     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.2     5.3     5.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     472.5   411.1   308.7   165.4    80.1    63.6     0.0
Haunch (Max)V       5.7    11.5    17.2    23.0    25.8    26.3    28.2
Diaphragm : M       3.5     2.6     1.7     0.8     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     173.8   151.2   113.5    60.8    29.5    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.5     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.6    16.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.2     5.3     5.7
LL + I    : M+   1082.3   951.6   729.9   397.4   193.7   154.0     0.0
            V      35.2    49.5    60.6    71.6    77.4    78.5    82.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    41.2    51.0    61.1    71.6    77.4    78.5    82.4
            M     963.4   886.5   696.8   397.4   197.3   157.3     0.0
Total     : M+   2417.4  2112.7  1601.6   864.3   419.8   333.5     0.0
            V      51.5    82.0   109.3   136.5   150.2   152.7   161.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    57.5    83.5   109.8   136.5   150.2   152.7   161.9
            M    2298.6  2047.7  1568.6   864.3   423.3   336.8     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    83.1   104.6   216.0   403.2   536.9   617.2   643.9
(Max)       V      36.8    34.3    33.7    30.0    22.5    15.0     7.5     0.0
Self wt.  : M       0.0    59.8    75.3   155.5   290.3   386.6   444.4   463.6
(Min)       V      26.5    24.7    24.2    21.6    16.2    10.8     5.4     0.0
DL-Prec.  : M       0.0    16.1    20.3    41.9    78.2   104.2   119.7   124.9
DC(Max)     V       7.1     6.7     6.5     5.8     4.4     2.9     1.5     0.0
DL-Prec.  : M       0.0    11.6    14.6    30.2    56.3    75.0    86.2    89.9
DC(Min)     V       5.1     4.8     4.7     4.2     3.1     2.1     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    79.5   100.1   206.7   385.9   513.8   590.6   616.2
Haunch (Max)V      35.2    32.9    32.2    28.7    21.5    14.4     7.2     0.0
Deck +    : M       0.0    57.2    72.1   148.8   277.8   369.9   425.2   443.7
Haunch (Min)V      25.4    23.7    23.2    20.7    15.5    10.3     5.2     0.0
Diaphragm : M       0.0     0.4     0.5     1.0     2.1     3.2     4.4     5.5
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.7     1.5     2.3     3.1     3.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    29.2    36.8    76.0   141.9   189.0   217.2   226.6
DC(Max)     V      13.0    12.1    11.9    10.6     7.9     5.3     2.6     0.0
DL-Comp   : M       0.0    21.0    26.5    54.7   102.2   136.1   156.4   163.2
DC(Min)     V       9.3     8.7     8.5     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    19.4    24.4    50.3    94.0   125.1   143.8   150.1
DW(Max)     V       8.6     8.0     7.8     7.0     5.2     3.5     1.7     0.0
DL-Comp   : M       0.0     8.4    10.6    21.8    40.7    54.2    62.3    65.0
DW(Min)     V       3.7     3.5     3.4     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   336.8   423.8   869.3  1596.7  2081.6  2367.5  2430.6
            V     180.2   171.7   169.4   156.7   132.5   108.4    76.9    52.7
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   180.2   171.7   169.4   156.7   133.6   111.5    90.2    69.6
            M       0.0   344.0   431.5   869.3  1524.3  1939.3  2107.5  2042.8
Total     : M+      0.0   564.4   710.4  1461.3  2702.0  3553.9  4060.4  4197.8
            V     281.0   265.8   261.7   238.9   194.2   149.6    97.6    52.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   281.0   265.8   261.7   238.9   195.3   152.7   110.8    69.7
            M       0.0   571.6   718.2  1461.3  2629.6  3411.5  3800.4  3810.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.03   67.67   70.00
Self wt.  : M     617.2   536.9   403.2   216.0   104.6    83.1     0.0
(Max)       V       7.5    15.0    22.5    30.0    33.7    34.3    36.8
Self wt.  : M     444.4   386.6   290.3   155.5    75.3    59.8     0.0
(Min)       V       5.4    10.8    16.2    21.6    24.2    24.7    26.5
DL-Prec.  : M     119.7   104.2    78.2    41.9    20.3    16.1     0.0
DC(Max)     V       1.5     2.9     4.4     5.8     6.5     6.7     7.1
DL-Prec.  : M      86.2    75.0    56.3    30.2    14.6    11.6     0.0
DC(Min)     V       1.0     2.1     3.1     4.2     4.7     4.8     5.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     590.6   513.8   385.9   206.7   100.1    79.5     0.0
Haunch (Max)V       7.2    14.4    21.5    28.7    32.2    32.9    35.2
Deck +    : M     425.2   369.9   277.8   148.8    72.1    57.2     0.0
Haunch (Min)V       5.2    10.3    15.5    20.7    23.2    23.7    25.4
Diaphragm : M       4.4     3.2     2.1     1.0     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.1     2.3     1.5     0.7     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     217.2   189.0   141.9    76.0    36.8    29.2     0.0
DC(Max)     V       2.6     5.3     7.9    10.6    11.9    12.1    13.0
DL-Comp   : M     156.4   136.1   102.2    54.7    26.5    21.0     0.0
DC(Min)     V       1.9     3.8     5.7     7.6     8.5     8.7     9.3
DL-Comp   : M     143.8   125.1    94.0    50.3    24.4    19.4     0.0
DW(Max)     V       1.7     3.5     5.2     7.0     7.8     8.0     8.6
DL-Comp   : M      62.3    54.2    40.7    21.8    10.6     8.4     0.0
DW(Min)     V       0.8     1.5     2.3     3.0     3.4     3.5     3.7
LL + I    : M+   2367.5  2081.6  1596.7   869.3   423.8   336.8     0.0
            V      76.9   108.4   132.5   156.7   169.4   171.7   180.2
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    90.2   111.5   133.6   156.7   169.4   171.7   180.2
            M    2107.5  1939.3  1524.3   869.3   431.5   344.0     0.0
Total     : M+   4060.4  3553.9  2702.0  1461.3   710.4   564.4     0.0
            V      97.6   149.6   194.2   238.9   261.7   265.8   281.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   110.8   152.7   195.3   238.9   261.7   265.8   281.0
            M    3800.4  3411.5  2629.6  1461.3   718.2   571.6     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.8             36.8
Deck+Haunch            35.2             35.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            7.1              7.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           64.8             64.8
DL-Comp.(DW)           42.9             42.9
Live                  148.4            148.4
        Truck         109.2            109.2
        Lane           39.2             39.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    66.4    83.7   172.8   322.6   429.6   493.7   515.1
(Max)       V      29.4    27.5    26.9    24.0    18.0    12.0     6.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    12.9    16.2    33.5    62.6    83.3    95.8    99.9
DC(Max)     V       5.7     5.3     5.2     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    63.6    80.1   165.4   308.7   411.1   472.5   493.0
Haunch (Max)V      28.2    26.3    25.8    23.0    17.2    11.5     5.7     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.4     0.8     1.7     2.6     3.5     4.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    23.4    29.5    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.5     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    12.9    16.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.2     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   188.8   237.0   479.6   850.9  1101.2  1216.1  1165.7
            V     104.7    99.6    98.2    90.5    76.4    59.5    45.4    31.7
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   104.7    99.6    98.2    90.5    76.4    62.2    48.5    36.2
            M       0.0   188.8   237.0   479.6   850.9  1056.8  1107.6  1036.9
Total     : M+      0.0   368.3   463.1   946.5  1722.6  2262.3  2551.3  2559.5
            V     184.2   173.8   171.0   155.4   125.0    92.0    61.7    31.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   184.2   173.8   171.0   155.4   125.0    94.7    64.8    36.3
            M       0.0   368.3   463.1   946.5  1722.6  2218.0  2442.8  2430.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.03   67.67   70.00
Self wt.  : M     493.7   429.6   322.6   172.8    83.7    66.4     0.0
(Max)       V       6.0    12.0    18.0    24.0    26.9    27.5    29.4
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      95.8    83.3    62.6    33.5    16.2    12.9     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.2     5.3     5.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     472.5   411.1   308.7   165.4    80.1    63.6     0.0
Haunch (Max)V       5.7    11.5    17.2    23.0    25.8    26.3    28.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       3.5     2.6     1.7     0.8     0.4     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     173.8   151.2   113.5    60.8    29.5    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.5     9.7    10.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      95.9    83.4    62.6    33.6    16.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.2     5.3     5.7
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1216.1  1101.2   850.9   479.6   237.0   188.8     0.0
            V      45.4    59.5    76.4    90.5    98.2    99.6   104.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    48.5    62.2    76.4    90.5    98.2    99.6   104.7
            M    1107.6  1056.8   850.9   479.6   237.0   188.8     0.0
Total     : M+   2551.3  2262.3  1722.6   946.5   463.1   368.3     0.0
            V      61.7    92.0   125.0   155.4   171.0   173.8   184.2
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    64.8    94.7   125.0   155.4   171.0   173.8   184.2
            M    2442.8  2218.0  1722.6   946.5   463.1   368.3     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    7.13   14.27   21.40   28.53   35.67   24.97
 
Beam-Self
Precast-top    0.083   0.185   0.329   0.432   0.494   0.514   0.468 
Bottom        -0.067  -0.150  -0.266  -0.350  -0.400  -0.416  -0.379 
 
Prestress
Precast-top   -0.522  -0.522  -0.522  -0.522  -0.522  -0.522  -0.522 
Bottom         1.913   1.913   1.913   1.913   1.913   1.913   1.913 
 
Total
Precast-top   -0.439  -0.337  -0.193  -0.090  -0.028  -0.008  -0.054 
Bottom         1.845   1.763   1.646   1.563   1.513   1.496   1.534 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.70 %)
             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    6.47   13.60   20.73   27.87   35.00
 
Prestress
Precast-top   -0.107  -0.466  -0.466  -0.466  -0.466  -0.466  -0.466  -0.466
Bottom         0.394   1.708   1.708   1.708   1.708   1.708   1.708   1.708
 
Self wt.
Precast-top   -0.000   0.064   0.080   0.166   0.310   0.413   0.475   0.495
Bottom        -0.000  -0.052  -0.065  -0.134  -0.251  -0.334  -0.384  -0.401
 
DL-Prec (DC)
Precast-top   -0.000   0.012   0.016   0.032   0.060   0.080   0.092   0.096
Bottom        -0.000  -0.010  -0.013  -0.026  -0.049  -0.065  -0.075  -0.078
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.002   0.003   0.004
Bottom        -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.003  -0.003
 
Deck + Haunch
Precast-top   -0.000   0.061   0.077   0.159   0.297   0.395   0.454   0.474
Bottom        -0.000  -0.049  -0.062  -0.129  -0.240  -0.320  -0.368  -0.384
 
DL-Comp (DC)
Precast-top   -0.000   0.005   0.006   0.012   0.022   0.029   0.034   0.035
Bottom        -0.000  -0.013  -0.016  -0.033  -0.062  -0.082  -0.094  -0.098
 
DL-Comp (DW)
Precast-top   -0.000   0.003   0.003   0.007   0.012   0.016   0.019   0.019
Bottom        -0.000  -0.007  -0.009  -0.018  -0.034  -0.045  -0.052  -0.054
 
LL+I(+)
Precast-top   -0.000   0.037   0.047   0.097   0.178   0.232   0.263   0.270
Bottom        -0.000  -0.105  -0.132  -0.270  -0.496  -0.646  -0.735  -0.755
 
Final 1 (P/S + DL + LL)
Precast-top   -0.107  -0.284  -0.237   0.007   0.415   0.702   0.874   0.929 
Bottom         0.394   1.472   1.411   1.097   0.575   0.213  -0.003  -0.065 
 
Final 2 (P/S + DL)
Precast-top   -0.107  -0.322  -0.284  -0.090   0.237   0.470   0.611   0.658 
Bottom         0.394   1.577   1.543   1.367   1.071   0.860   0.732   0.690 
 

 
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    7.13   14.27   21.40   28.53   35.67   24.97
 
Beam-Self
Precast-top    0.083   0.185   0.329   0.432   0.494   0.514   0.468 
Bottom        -0.067  -0.150  -0.266  -0.350  -0.400  -0.416  -0.379 
 
Prestress
Precast-top   -0.522  -0.522  -0.522  -0.522  -0.522  -0.522  -0.522 
Bottom         1.913   1.913   1.913   1.913   1.913   1.913   1.913 
 
Total
Precast-top   -0.439  -0.337  -0.193  -0.090  -0.028  -0.008  -0.054 
Bottom         1.845   1.763   1.646   1.563   1.513   1.496   1.534 
 
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 = 10.70 %)
             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    6.47   13.60   20.73   27.87   35.00
 
Prestress
Precast-top   -0.107  -0.466  -0.466  -0.466  -0.466  -0.466  -0.466  -0.466
Bottom         0.394   1.708   1.708   1.708   1.708   1.708   1.708   1.708
 
Self wt.
Precast-top   -0.000   0.064   0.080   0.166   0.310   0.413   0.475   0.495
Bottom        -0.000  -0.052  -0.065  -0.134  -0.251  -0.334  -0.384  -0.401
 
DL-Prec (DC)
Precast-top   -0.000   0.012   0.016   0.032   0.060   0.080   0.092   0.096
Bottom        -0.000  -0.010  -0.013  -0.026  -0.049  -0.065  -0.075  -0.078
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.002   0.003   0.004
Bottom        -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.003  -0.003
 
Deck + Haunch
Precast-top   -0.000   0.061   0.077   0.159   0.297   0.395   0.454   0.474
Bottom        -0.000  -0.049  -0.062  -0.129  -0.240  -0.320  -0.368  -0.384
 
DL-Comp (DC)
Precast-top   -0.000   0.005   0.006   0.012   0.022   0.029   0.034   0.035
Bottom        -0.000  -0.013  -0.016  -0.033  -0.062  -0.082  -0.094  -0.098
 
DL-Comp (DW)
Precast-top   -0.000   0.003   0.003   0.007   0.012   0.016   0.019   0.019
Bottom        -0.000  -0.007  -0.009  -0.018  -0.034  -0.045  -0.052  -0.054
 
LL+I(+)
Precast-top   -0.000   0.030   0.038   0.077   0.142   0.185   0.211   0.216
Bottom        -0.000  -0.084  -0.105  -0.216  -0.397  -0.517  -0.588  -0.604
 
Final 1 (P/S + DL + LL)
Precast-top   -0.107  -0.292  -0.246  -0.012   0.379   0.656   0.822   0.875 
Bottom         0.394   1.493   1.438   1.151   0.675   0.343   0.144   0.086 
 

 
 
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    6.47   13.60   20.73   27.87   35.00
F_LL+I(+)
Precast-top   -0.000   0.037   0.046   0.093   0.166   0.214   0.237   0.227
Bottom        -0.000  -0.103  -0.129  -0.261  -0.462  -0.598  -0.661  -0.633
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Precast-top   -0.054  -0.124  -0.096   0.049   0.284   0.450   0.542   0.556 
Bottom         0.197   0.686   0.643   0.423   0.073  -0.168  -0.294  -0.289 
 

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
    281.0    6.5   67.7    0.506   0.0   6.00e-3 50.0    285.1     1.006    1.760      0.00
      0.0    0.4   67.5     41.9 0.142      27.1 0.87    12.00     0.092    1.684 
Transfer:   3.00
    265.8    6.5   67.7    2.282   0.0   1.54e-3 34.4    227.0     0.465    1.760      0.00
    571.6    1.8   66.8    189.0 0.136      68.3 2.23    12.00     0.092    1.839 
Critical:   6.22
    244.8    6.5   67.7    2.711   0.0  -0.01e-3 29.0    124.3     0.207    1.760      0.00
   1269.8    2.2   66.7    189.0 0.126     147.7 4.82    12.00     0.092    1.991 
0.1L    :   7.13
    238.9    6.5   67.7    2.830   0.0  -0.01e-3 29.0    117.6     0.195    1.625      0.00
   1461.3    2.3   66.6    189.0 0.123     147.9 4.83    24.00     0.092    2.039 
0.2L    :  14.27
    195.3    6.5   67.7    3.472   0.0   0.15e-3 29.5     85.4     0.146    0.496      0.00
   2629.6    2.8   66.4    189.0 0.101     131.7 4.32    24.00     0.092    1.946 
0.3L    :  21.40
    152.7    6.5   67.7    3.472   0.0   1.15e-3 33.0     91.0     0.178    0.413      0.00
   3411.5    2.8   66.4    189.0 0.079      78.7 2.58    24.00     0.092    1.708 
0.4L    :  28.53
    110.8    6.5   67.7    3.472   0.0   1.43e-3 34.0     52.7     0.107    0.413      0.00
   3800.4    2.8   66.4    189.0 0.057      70.5 2.31    24.00     0.092    2.222 
0.5L    :  35.67
     69.7    6.5   67.7    3.472   0.0   1.04e-3 32.6      0.0     0.092    0.413      0.00
   3810.0    2.8   66.4    189.0 0.036      82.3 2.70    24.00     0.092    3.826 
0.6L    :  42.80
    110.8    6.5   67.7    3.472   0.0   1.43e-3 34.0     52.7     0.107    0.413      0.00
   3800.4    2.8   66.4    189.0 0.057      70.5 2.31    24.00     0.092    2.222 
0.7L    :  49.93
    152.7    6.5   67.7    3.472   0.0   1.15e-3 33.0     91.0     0.178    0.413      0.00
   3411.5    2.8   66.4    189.0 0.079      78.7 2.58    24.00     0.092    1.708 
0.8L    :  57.06
    195.3    6.5   67.7    3.472   0.0   0.15e-3 29.5     85.4     0.146    0.496      0.00
   2629.6    2.8   66.4    189.0 0.101     131.7 4.32    24.00     0.092    1.946 
0.9L    :  64.20
    238.9    6.5   67.7    2.830   0.0  -0.01e-3 29.0    117.6     0.195    1.625      0.00
   1461.3    2.3   66.6    189.0 0.123     147.9 4.83    24.00     0.092    2.039 
Critical:  65.11
    244.8    6.5   67.7    2.711   0.0  -0.01e-3 29.0    124.3     0.207    1.760      0.00
   1269.8    2.2   66.7    189.0 0.126     147.7 4.82    12.00     0.092    1.991 
Transfer:  68.33
    265.8    6.5   67.7    2.282   0.0   1.54e-3 34.4    227.0     0.465    1.760      0.00
    571.6    1.8   66.8    189.0 0.136      68.3 2.23    12.00     0.092    1.839 
Bearing :  70.67
    281.0    6.5   67.7    0.506   0.0   6.00e-3 50.0    285.1     1.006    1.760      0.00
      0.0    0.4   67.5     41.9 0.142      27.1 0.87    12.00     0.092    1.684 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  680.58
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    1.36
 
 
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
    281.0      4.62     67.75    0.41       67.54    24.00      0.300      0.791      0.000      0.000*
Transfer:      2.33
    265.8      4.42     67.75    1.84       66.83    24.00      0.300      0.723      0.000      1.760 
Critical:      5.55
    244.9      4.08     67.75    2.18       66.66    24.00      0.300      0.611      0.000      1.760 
0.1L    :      6.47
    238.9      3.99     67.75    2.28       66.61    24.00      0.300      0.579      0.000      1.625 
0.2L    :     13.60
    195.3      3.27     67.75    2.79       66.36    24.00      0.300      0.340      0.000      0.496 
0.3L    :     20.73
    152.7      2.56     67.75    2.79       66.36    24.00      0.300      0.102      0.000      0.413 
0.4L    :     27.87
    110.8      1.86     67.75    2.79       66.36    24.00      0.300      0.000      0.000      0.413 
0.5L    :     35.00
     69.7      1.17     67.75    2.79       66.36    24.00      0.300      0.000      0.000      0.413 
0.6L    :     42.13
    110.8      1.86     67.75    2.79       66.36    24.00      0.300      0.000      0.000      0.413 
0.7L    :     49.27
    152.7      2.56     67.75    2.79       66.36    24.00      0.300      0.102      0.000      0.413 
0.8L    :     56.40
    195.3      3.27     67.75    2.79       66.36    24.00      0.300      0.340      0.000      0.496 
0.9L    :     63.53
    238.9      3.99     67.75    2.28       66.61    24.00      0.300      0.579      0.000      1.625 
Critical:     64.45
    244.9      4.08     67.75    2.18       66.66    24.00      0.300      0.611      0.000      1.760 
Transfer:     67.67
    265.8      4.42     67.75    1.84       66.83    24.00      0.300      0.723      0.000      1.760 
Bearing :     70.00
    281.0      4.62     67.75    0.41       67.54    24.00      0.300      0.791      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.47 ft
Prestress      :       0.285  1.80      0.514  2.20      0.628
Self Wt.       :      -0.080  1.85     -0.148  2.40     -0.192
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          :       0.206            0.366            0.436
 
At 0.2 x L = 13.60 ft
Prestress      :       0.509  1.80      0.916  2.20      1.119
Self Wt.       :      -0.151  1.85     -0.279  2.40     -0.362
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          :       0.358            0.637            0.757
 
At 0.3 x L = 20.73 ft
Prestress      :       0.668  1.80      1.203  2.20      1.471
Self Wt.       :      -0.207  1.85     -0.382  2.40     -0.496
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          :       0.462            0.821            0.975
 
At 0.4 x L = 27.87 ft
Prestress      :       0.764  1.80      1.376  2.20      1.681
Self Wt.       :      -0.242  1.85     -0.448  2.40     -0.581
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          :       0.522            0.928            1.100
 
At 0.5 x L = 35.00 ft
Prestress      :       0.796  1.80      1.433  2.20      1.751
Self Wt.       :      -0.254  1.85     -0.470  2.40     -0.610
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          :       0.542            0.963            1.141
 
At 0.6 x L = 42.13 ft
Prestress      :       0.764  1.80      1.376  2.20      1.681
Self Wt.       :      -0.242  1.85     -0.448  2.40     -0.581
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          :       0.522            0.928            1.100
 
At 0.7 x L = 49.27 ft
Prestress      :       0.668  1.80      1.203  2.20      1.471
Self Wt.       :      -0.207  1.85     -0.382  2.40     -0.496
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          :       0.462            0.821            0.975
 
At 0.8 x L = 56.40 ft
Prestress      :       0.509  1.80      0.916  2.20      1.119
Self Wt.       :      -0.151  1.85     -0.279  2.40     -0.362
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          :       0.358            0.637            0.757
 
At 0.9 x L = 63.53 ft
Prestress      :       0.285  1.80      0.514  2.20      0.628
Self Wt.       :      -0.080  1.85     -0.148  2.40     -0.192
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          :       0.206            0.366            0.436
 

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
   564.4    67.7  2.282  267.6    2.2   1.84   3400.5  0.093T 1.00       -       -     -     -  
H/2     :   2.97
   710.4    67.7  2.366  267.5    2.2   1.91   3522.8  0.089T 1.00       -       -     -     -  
0.1L    :   6.47
  1461.3    67.7  2.830  267.0    2.7   2.28   4194.5  0.074T 1.00       -       -     -     -  
0.2L    :  13.60
  2702.0    67.7  3.472  266.3    3.3   2.79   5113.4  0.060T 1.00   4738.2  3593.7    1.08    -  
0.3L    :  20.73
  3553.9    67.7  3.472  266.3    3.3   2.79   5113.4  0.060T 1.00   4638.3  4638.3    1.10    -  
0.4L    :  27.87
  4060.4    67.7  3.472  266.3    3.3   2.79   5113.4  0.060T 1.00   4578.3  4578.3    1.12    -  
0.5L    :  35.00
  4197.8    67.7  3.472  266.3    3.3   2.79   5113.4  0.060T 1.00   4558.0  4558.0    1.12    -  
0.6L    :  42.13
  4060.4    67.7  3.472  266.3    3.3   2.79   5113.4  0.060T 1.00   4578.3  4578.3    1.12    -  
0.7L    :  49.27
  3553.9    67.7  3.472  266.3    3.3   2.79   5113.4  0.060T 1.00   4638.3  4638.3    1.10    -  
0.8L    :  56.40
  2702.0    67.7  3.472  266.3    3.3   2.79   5113.4  0.060T 1.00   4738.2  3593.7    1.08    -  
0.9L    :  63.53
  1461.3    67.7  2.830  267.0    2.7   2.28   4194.5  0.074T 1.00       -       -     -     -  
H/2     :  67.03
   710.4    67.7  2.366  267.5    2.2   1.91   3522.8  0.089T 1.00       -       -     -     -  
Transfer:  67.67
   564.4    67.7  2.282  267.6    2.2   1.84   3400.5  0.093T 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 1-8; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.008
        M   2.00 Fb     0.180
 
  2   2 E   6.00 Ft    -0.041
        M   6.00 Fb     0.405
 
  3   2 E   6.00 Ft    -0.089
        M   6.00 Fb     0.631
 
  4   2 E   6.00 Ft    -0.137
        M   6.00 Fb     0.856
 
  5   2 E   2.00 Ft    -0.213
        M   2.00 Fb     1.103
 
  6   2 E   2.00 Ft    -0.288
        M   2.00 Fb     1.351
 
  7   2 E   2.00 Ft    -0.364
        M   2.00 Fb     1.598
 
  8   2 E   2.00 Ft    -0.439
        M   2.00 Fb     1.845
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 71.33            Release Length, ft: 71.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  16
No. of strands, Draped:   0           No. of strands, Straight:  16
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.42 %               Final losses: 11.61 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             2.925       1.845     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.439     Trans  
      Precast Top w/ reinf. (tension)      -0.509           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.193   0.2L/0.8L
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5113.37     4197.77     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
    Pre.Top:   3.000   0.929     Midspan    2.250   0.658     Midspan
    Pre.Bot:   3.000   1.472    Transfer    2.250   1.577    Transfer
  Service III Limit State - Tensile Stresses Only
    Pre.Top:  -0.425  -0.292    Transfer
    Pre.Bot:  -0.425   0.086     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.556     Midspan
    Pre.Bot:                                                             2.000   0.686    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.796  1.80      1.433  2.20      1.751
Self Wt.       :      -0.254  1.85     -0.470  2.40     -0.610
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          :       0.542            0.963            1.141
 
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 (Manual input)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   70.00
     DC  Line       0.087      0.00       0.087   70.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    35.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 71.330 ft
Release length = 71.330 ft
Design  length = 70.000 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)  : 0.837   (Calculated)    
Live Moment (1  lane  loaded)  : 0.595   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.116   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.892   (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           1622.4 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1029639 in4#
Ht. of c.g.           =        28.75 in             48.11 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 = 0.9290

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97     6.47    13.60    20.73    27.87    35.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    811.6    826.2    826.2    826.2    826.2    826.2    826.2    826.2
  Yb      ,  in    28.62    28.17    28.17    28.17    28.17    28.17    28.17    28.17
  MI(Ixx) , in4   425439   434527   434527   434527   434527   434527   434527   434527
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1626.4   1640.4   1640.4   1640.4   1640.4   1640.4   1640.4   1640.4
  Yb      ,  in    48.00    47.62    47.62    47.62    47.62    47.62    47.62    47.62
  MI(Ixx) , in4  1037594  1065219  1065219  1065219  1065219  1065219  1065219  1065219

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
 Outer  15.00 %:
  Max tens           =      -0.51 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 Center  70.00 %:
  Max tens           =      -0.51 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.50 in):
    10 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.47 in2      Initial Pull          =      680.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.008 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.010 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.159 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)       
-------------------------------------------------------------------------------------
      1141.280         740 844.547     14.813 59991.633  1042.171     451.514        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     10.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1670     14.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      14.1670     19.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      19.1670     52.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      52.1631     57.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      57.1631     61.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      61.1631     64.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      64.1631     64.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      64.7050     70.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00      70.2050     70.7050     No
      2      US#6[M19]       60.00        0.88       6.00      70.7050     71.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50      71.2050     71.3300     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 71.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.4720 in2       Ycg =  3.50 in
         P_init    =      680.6 kips  Ecc = 25.25 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.66 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.347 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.72 ksi    0.00 ksi
    due to Composite Loads                                 -0.87 ksi    0.00 ksi
    due to Live Loads                                      -3.50 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         7.66 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.66 ksi  ( 4.42 %)            13.88 ksi ( 7.08 %)
Total Prestress Losses                                    22.54 ksi (11.50 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.5 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 : 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    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    66.4    83.7   172.8   322.6   429.6   493.7   515.1
(Max)       V      29.4    27.5    26.9    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0     9.6    12.1    25.0    46.7    62.2    71.5    74.6
DC(Max)     V       4.3     4.0     3.9     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.2    90.9   187.8   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.8    29.3    26.1    19.6    13.0     6.5     0.0
Diaphragm : M       0.0     0.6     0.7     1.6     3.4     5.2     7.0     8.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    23.4    29.5    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.5     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    16.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.2     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   196.7   247.4   507.6   932.3  1215.4  1382.3  1419.2
            V     117.6   112.0   110.6   102.3    86.5    70.7    50.2    34.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   117.6   112.0   110.6   102.3    87.2    72.8    58.8    45.4
            M       0.0   200.9   251.9   507.6   890.0  1132.3  1230.5  1192.7
Total     : M+      0.0   381.8   480.6   989.1  1831.6  2413.6  2760.6  2858.6
            V     199.6   188.6   185.6   169.2   136.7   104.3    67.1    34.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   199.6   188.6   185.6   169.2   137.4   106.4    75.8    45.7
            M       0.0   386.0   485.1   989.1  1789.3  2330.5  2608.8  2632.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.03   67.67   70.00
Self wt.  : M     493.7   429.6   322.6   172.8    83.7    66.4     0.0
(Max)       V       6.0    12.0    18.0    24.0    26.9    27.5    29.4
DL-Prec.  : M      71.5    62.2    46.7    25.0    12.1     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     536.5   466.7   350.5   187.8    90.9    72.2     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    29.3    29.8    32.0
Diaphragm : M       7.0     5.2     3.4     1.6     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     173.8   151.2   113.5    60.8    29.5    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.5     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.6    16.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.2     5.3     5.7
LL + I    : M+   1382.3  1215.4   932.3   507.6   247.4   196.7     0.0
            V      50.2    70.7    86.5   102.3   110.6   112.0   117.6
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    58.8    72.8    87.2   102.3   110.6   112.0   117.6
            M    1230.5  1132.3   890.0   507.6   251.9   200.9     0.0
Total     : M+   2760.6  2413.6  1831.6   989.1   480.6   381.8     0.0
            V      67.1   104.3   136.7   169.2   185.6   188.6   199.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    75.8   106.4   137.4   169.2   185.6   188.6   199.6
            M    2608.8  2330.5  1789.3   989.1   485.1   386.0     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.4             29.4
Deck+Haunch            32.0             32.0
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.3              4.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           51.8             51.8
DL-Comp.(DW)           28.6             28.6
Live                   84.8             84.8
        Truck          62.4             62.4
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    66.4    83.7   172.8   322.6   429.6   493.7   515.1
(Max)       V      29.4    27.5    26.9    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0     9.6    12.1    25.0    46.7    62.2    71.5    74.6
DC(Max)     V       4.3     4.0     3.9     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.2    90.9   187.8   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.8    29.3    26.1    19.6    13.0     6.5     0.0
Diaphragm : M       0.0     0.6     0.7     1.6     3.4     5.2     7.0     8.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    23.4    29.5    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.5     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    16.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.2     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   157.3   197.9   406.0   745.8   972.3  1105.9  1135.3
            V      94.1    89.6    88.4    81.8    69.2    56.6    40.2    27.5
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    94.1    89.6    88.4    81.8    69.8    58.2    47.1    36.3
            M       0.0   160.7   201.6   406.0   712.0   905.8   984.4   954.2
Total     : M+      0.0   342.4   431.1   887.6  1645.1  2170.5  2484.1  2574.8
            V     176.1   166.2   163.5   148.7   119.4    90.2    57.1    27.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   176.1   166.2   163.5   148.7   120.0    91.8    64.0    36.6
            M       0.0   345.8   434.7   887.6  1611.3  2104.0  2362.7  2393.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.03   67.67   70.00
Self wt.  : M     493.7   429.6   322.6   172.8    83.7    66.4     0.0
(Max)       V       6.0    12.0    18.0    24.0    26.9    27.5    29.4
DL-Prec.  : M      71.5    62.2    46.7    25.0    12.1     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     536.5   466.7   350.5   187.8    90.9    72.2     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    29.3    29.8    32.0
Diaphragm : M       7.0     5.2     3.4     1.6     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     173.8   151.2   113.5    60.8    29.5    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.5     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.6    16.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.2     5.3     5.7
LL + I    : M+   1105.9   972.3   745.8   406.0   197.9   157.3     0.0
            V      40.2    56.6    69.2    81.8    88.4    89.6    94.1
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    47.1    58.2    69.8    81.8    88.4    89.6    94.1
            M     984.4   905.8   712.0   406.0   201.6   160.7     0.0
Total     : M+   2484.1  2170.5  1645.1   887.6   431.1   342.4     0.0
            V      57.1    90.2   119.4   148.7   163.5   166.2   176.1
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    64.0    91.8   120.0   148.7   163.5   166.2   176.1
            M    2362.7  2104.0  1611.3   887.6   434.7   345.8     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    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    83.1   104.6   216.0   403.2   536.9   617.2   643.9
(Max)       V      36.8    34.3    33.7    30.0    22.5    15.0     7.5     0.0
Self wt.  : M       0.0    59.8    75.3   155.5   290.3   386.6   444.4   463.6
(Min)       V      26.5    24.7    24.2    21.6    16.2    10.8     5.4     0.0
DL-Prec.  : M       0.0    12.0    15.1    31.3    58.4    77.7    89.3    93.2
DC(Max)     V       5.3     5.0     4.9     4.3     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     8.7    10.9    22.5    42.0    56.0    64.3    67.1
DC(Min)     V       3.8     3.6     3.5     3.1     2.3     1.6     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    90.2   113.7   234.7   438.1   583.4   670.6   699.6
Haunch (Max)V      40.0    37.3    36.6    32.6    24.4    16.3     8.1     0.0
Deck +    : M       0.0    65.0    81.8   169.0   315.4   420.0   482.8   503.7
Haunch (Min)V      28.8    26.9    26.3    23.5    17.6    11.7     5.9     0.0
Diaphragm : M       0.0     0.7     0.9     2.0     4.3     6.5     8.7    10.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.7     1.5     3.1     4.7     6.3     7.9
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    29.2    36.8    76.0   141.9   189.0   217.2   226.6
DC(Max)     V      13.0    12.1    11.9    10.6     7.9     5.3     2.6     0.0
DL-Comp   : M       0.0    21.0    26.5    54.7   102.2   136.1   156.4   163.2
DC(Min)     V       9.3     8.7     8.5     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    19.4    24.4    50.3    94.0   125.1   143.8   150.1
DW(Max)     V       8.6     8.0     7.8     7.0     5.2     3.5     1.7     0.0
DL-Comp   : M       0.0     8.4    10.6    21.8    40.7    54.2    62.3    65.0
DW(Min)     V       3.7     3.5     3.4     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   344.2   433.0   888.2  1631.5  2127.0  2419.1  2483.5
            V     205.8   196.1   193.5   179.0   151.4   123.8    87.8    60.2
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   205.8   196.1   193.5   179.0   152.6   127.4   103.0    79.5
            M       0.0   351.5   440.9   888.2  1557.5  1981.5  2153.4  2087.3
Total     : M+      0.0   578.8   728.5  1498.6  2771.3  3645.6  4165.9  4307.9
            V     309.7   293.1   288.6   263.8   215.0   166.3   109.3    60.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   309.7   293.1   288.6   263.8   216.3   169.9   124.4    79.8
            M       0.0   586.1   736.4  1498.6  2697.4  3500.1  3900.2  3911.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.03   67.67   70.00
Self wt.  : M     617.2   536.9   403.2   216.0   104.6    83.1     0.0
(Max)       V       7.5    15.0    22.5    30.0    33.7    34.3    36.8
Self wt.  : M     444.4   386.6   290.3   155.5    75.3    59.8     0.0
(Min)       V       5.4    10.8    16.2    21.6    24.2    24.7    26.5
DL-Prec.  : M      89.3    77.7    58.4    31.3    15.1    12.0     0.0
DC(Max)     V       1.1     2.2     3.3     4.3     4.9     5.0     5.3
DL-Prec.  : M      64.3    56.0    42.0    22.5    10.9     8.7     0.0
DC(Min)     V       0.8     1.6     2.3     3.1     3.5     3.6     3.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     670.6   583.4   438.1   234.7   113.7    90.2     0.0
Haunch (Max)V       8.1    16.3    24.4    32.6    36.6    37.3    40.0
Deck +    : M     482.8   420.0   315.4   169.0    81.8    65.0     0.0
Haunch (Min)V       5.9    11.7    17.6    23.5    26.3    26.9    28.8
Diaphragm : M       8.7     6.5     4.3     2.0     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       6.3     4.7     3.1     1.5     0.7     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     217.2   189.0   141.9    76.0    36.8    29.2     0.0
DC(Max)     V       2.6     5.3     7.9    10.6    11.9    12.1    13.0
DL-Comp   : M     156.4   136.1   102.2    54.7    26.5    21.0     0.0
DC(Min)     V       1.9     3.8     5.7     7.6     8.5     8.7     9.3
DL-Comp   : M     143.8   125.1    94.0    50.3    24.4    19.4     0.0
DW(Max)     V       1.7     3.5     5.2     7.0     7.8     8.0     8.6
DL-Comp   : M      62.3    54.2    40.7    21.8    10.6     8.4     0.0
DW(Min)     V       0.8     1.5     2.3     3.0     3.4     3.5     3.7
LL + I    : M+   2419.1  2127.0  1631.5   888.2   433.0   344.2     0.0
            V      87.8   123.8   151.4   179.0   193.5   196.1   205.8
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   103.0   127.4   152.6   179.0   193.5   196.1   205.8
            M    2153.4  1981.5  1557.5   888.2   440.9   351.5     0.0
Total     : M+   4165.9  3645.6  2771.3  1498.6   728.5   578.8     0.0
            V     109.3   166.3   215.0   263.8   288.6   293.1   309.7
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   124.4   169.9   216.3   263.8   288.6   293.1   309.7
            M    3900.2  3500.1  2697.4  1498.6   736.4   586.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.8             36.8
Deck+Haunch            40.0             40.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           64.8             64.8
DL-Comp.(DW)           42.9             42.9
Live                  148.4            148.4
        Truck         109.2            109.2
        Lane           39.2             39.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    66.4    83.7   172.8   322.6   429.6   493.7   515.1
(Max)       V      29.4    27.5    26.9    24.0    18.0    12.0     6.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     9.6    12.1    25.0    46.7    62.2    71.5    74.6
DC(Max)     V       4.3     4.0     3.9     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.2    90.9   187.8   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.8    29.3    26.1    19.6    13.0     6.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.7     1.6     3.4     5.2     7.0     8.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    23.4    29.5    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.5     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    12.9    16.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.2     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   140.4   176.2   356.5   632.5   818.6   904.0   866.5
            V      95.7    91.0    89.7    82.7    69.8    54.4    41.5    28.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    95.7    91.0    89.7    82.7    69.8    56.9    44.3    33.0
            M       0.0   140.4   176.2   356.5   632.5   785.6   823.3   770.8
Total     : M+      0.0   325.5   409.4   838.1  1531.8  2016.8  2282.3  2306.0
            V     177.7   167.5   164.8   149.6   120.0    88.0    58.4    29.2
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   177.7   167.5   164.8   149.6   120.0    90.4    61.2    33.3
            M       0.0   325.5   409.4   838.1  1531.8  1983.8  2201.6  2210.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.03   67.67   70.00
Self wt.  : M     493.7   429.6   322.6   172.8    83.7    66.4     0.0
(Max)       V       6.0    12.0    18.0    24.0    26.9    27.5    29.4
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      71.5    62.2    46.7    25.0    12.1     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     536.5   466.7   350.5   187.8    90.9    72.2     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    29.3    29.8    32.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       7.0     5.2     3.4     1.6     0.7     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     173.8   151.2   113.5    60.8    29.5    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.5     9.7    10.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      95.9    83.4    62.6    33.6    16.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.2     5.3     5.7
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    904.0   818.6   632.5   356.5   176.2   140.4     0.0
            V      41.5    54.4    69.8    82.7    89.7    91.0    95.7
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    44.3    56.9    69.8    82.7    89.7    91.0    95.7
            M     823.3   785.6   632.5   356.5   176.2   140.4     0.0
Total     : M+   2282.3  2016.8  1531.8   838.1   409.4   325.5     0.0
            V      58.4    88.0   120.0   149.6   164.8   167.5   177.7
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    61.2    90.4   120.0   149.6   164.8   167.5   177.7
            M    2201.6  1983.8  1531.8   838.1   409.4   325.5     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    7.13   14.27   21.40   28.53   35.67   24.97
 
Beam-Self
Precast-top    0.083   0.185   0.329   0.432   0.494   0.514   0.468 
Bottom        -0.067  -0.150  -0.266  -0.350  -0.400  -0.416  -0.379 
 
Prestress
Precast-top   -0.522  -0.522  -0.522  -0.522  -0.522  -0.522  -0.522 
Bottom         1.913   1.913   1.913   1.913   1.913   1.913   1.913 
 
Total
Precast-top   -0.439  -0.337  -0.193  -0.090  -0.028  -0.008  -0.054 
Bottom         1.845   1.763   1.646   1.563   1.513   1.496   1.534 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.70 %)
             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    6.47   13.60   20.73   27.87   35.00
 
Prestress
Precast-top   -0.107  -0.466  -0.466  -0.466  -0.466  -0.466  -0.466  -0.466
Bottom         0.394   1.708   1.708   1.708   1.708   1.708   1.708   1.708
 
Self wt.
Precast-top   -0.000   0.064   0.080   0.166   0.310   0.413   0.475   0.495
Bottom        -0.000  -0.052  -0.065  -0.134  -0.251  -0.334  -0.384  -0.401
 
DL-Prec (DC)
Precast-top   -0.000   0.009   0.012   0.024   0.045   0.060   0.069   0.072
Bottom        -0.000  -0.007  -0.009  -0.019  -0.036  -0.048  -0.056  -0.058
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.005   0.007   0.008
Bottom        -0.000  -0.000  -0.001  -0.001  -0.003  -0.004  -0.005  -0.007
 
Deck + Haunch
Precast-top   -0.000   0.069   0.087   0.181   0.337   0.449   0.516   0.538
Bottom        -0.000  -0.056  -0.071  -0.146  -0.273  -0.363  -0.417  -0.435
 
DL-Comp (DC)
Precast-top   -0.000   0.004   0.005   0.011   0.020   0.026   0.030   0.031
Bottom        -0.000  -0.013  -0.016  -0.033  -0.061  -0.081  -0.093  -0.097
 
DL-Comp (DW)
Precast-top   -0.000   0.002   0.003   0.006   0.011   0.014   0.017   0.017
Bottom        -0.000  -0.007  -0.009  -0.018  -0.034  -0.045  -0.051  -0.054
 
LL+I(+)
Precast-top   -0.000   0.034   0.043   0.088   0.162   0.211   0.239   0.246
Bottom        -0.000  -0.106  -0.133  -0.272  -0.500  -0.652  -0.742  -0.761
 
Final 1 (P/S + DL + LL)
Precast-top   -0.107  -0.283  -0.235   0.010   0.421   0.712   0.886   0.942 
Bottom         0.394   1.467   1.405   1.084   0.551   0.180  -0.041  -0.105 
 
Final 2 (P/S + DL)
Precast-top   -0.107  -0.317  -0.278  -0.078   0.260   0.501   0.647   0.696 
Bottom         0.394   1.573   1.538   1.356   1.051   0.832   0.701   0.656 
 

 
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    7.13   14.27   21.40   28.53   35.67   24.97
 
Beam-Self
Precast-top    0.083   0.185   0.329   0.432   0.494   0.514   0.468 
Bottom        -0.067  -0.150  -0.266  -0.350  -0.400  -0.416  -0.379 
 
Prestress
Precast-top   -0.522  -0.522  -0.522  -0.522  -0.522  -0.522  -0.522 
Bottom         1.913   1.913   1.913   1.913   1.913   1.913   1.913 
 
Total
Precast-top   -0.439  -0.337  -0.193  -0.090  -0.028  -0.008  -0.054 
Bottom         1.845   1.763   1.646   1.563   1.513   1.496   1.534 
 
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 = 10.70 %)
             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    6.47   13.60   20.73   27.87   35.00
 
Prestress
Precast-top   -0.107  -0.466  -0.466  -0.466  -0.466  -0.466  -0.466  -0.466
Bottom         0.394   1.708   1.708   1.708   1.708   1.708   1.708   1.708
 
Self wt.
Precast-top   -0.000   0.064   0.080   0.166   0.310   0.413   0.475   0.495
Bottom        -0.000  -0.052  -0.065  -0.134  -0.251  -0.334  -0.384  -0.401
 
DL-Prec (DC)
Precast-top   -0.000   0.009   0.012   0.024   0.045   0.060   0.069   0.072
Bottom        -0.000  -0.007  -0.009  -0.019  -0.036  -0.048  -0.056  -0.058
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.005   0.007   0.008
Bottom        -0.000  -0.000  -0.001  -0.001  -0.003  -0.004  -0.005  -0.007
 
Deck + Haunch
Precast-top   -0.000   0.069   0.087   0.181   0.337   0.449   0.516   0.538
Bottom        -0.000  -0.056  -0.071  -0.146  -0.273  -0.363  -0.417  -0.435
 
DL-Comp (DC)
Precast-top   -0.000   0.004   0.005   0.011   0.020   0.026   0.030   0.031
Bottom        -0.000  -0.013  -0.016  -0.033  -0.061  -0.081  -0.093  -0.097
 
DL-Comp (DW)
Precast-top   -0.000   0.002   0.003   0.006   0.011   0.014   0.017   0.017
Bottom        -0.000  -0.007  -0.009  -0.018  -0.034  -0.045  -0.051  -0.054
 
LL+I(+)
Precast-top   -0.000   0.027   0.034   0.070   0.129   0.168   0.192   0.197
Bottom        -0.000  -0.084  -0.106  -0.218  -0.400  -0.522  -0.593  -0.609
 
Final 1 (P/S + DL + LL)
Precast-top   -0.107  -0.290  -0.244  -0.007   0.389   0.670   0.838   0.893 
Bottom         0.394   1.488   1.431   1.138   0.651   0.311   0.107   0.047 
 

 
 
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    6.47   13.60   20.73   27.87   35.00
F_LL+I(+)
Precast-top   -0.000   0.024   0.031   0.062   0.110   0.142   0.157   0.150
Bottom        -0.000  -0.075  -0.095  -0.191  -0.339  -0.439  -0.485  -0.465
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Precast-top   -0.054  -0.134  -0.109   0.023   0.239   0.392   0.480   0.498 
Bottom         0.197   0.711   0.674   0.487   0.186  -0.023  -0.135  -0.137 
 

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
    309.7    6.5   67.7    0.505   0.0   6.00e-3 50.0    317.0     1.118    1.760      0.14
      0.0    0.4   67.6     41.9 0.157      27.1 0.87    12.00     0.092    1.529 
Transfer:   3.00
    293.1    6.5   67.7    2.278   0.0   2.40e-3 37.4    272.9     0.623    1.760      0.00
    586.1    1.6   66.9    189.0 0.150      52.8 1.72    12.00     0.092    1.670 
Critical:   6.23
    270.1    6.5   67.7    2.708   0.0   0.37e-3 30.3    184.7     0.323    1.760      0.00
   1304.3    1.9   66.8    189.0 0.138     115.4 3.76    12.00     0.092    1.808 
0.1L    :   7.13
    263.8    6.5   67.7    2.826   0.0  -0.00e-3 29.0    145.8     0.242    1.625      0.00
   1498.6    2.0   66.7    189.0 0.135     147.2 4.80    12.00     0.092    1.851 
0.2L    :  14.27
    216.3    6.5   67.7    3.472   0.0   0.47e-3 30.7    131.9     0.235    0.496      0.00
   2697.4    2.5   66.5    189.0 0.111     108.4 3.55    24.00     0.092    1.609 
0.3L    :  21.40
    169.9    6.5   67.7    3.472   0.0   1.47e-3 34.1    118.9     0.242    0.413      0.00
   3500.1    2.5   66.5    189.0 0.087      69.9 2.29    24.00     0.092    1.444 
0.4L    :  28.53
    124.4    6.5   67.7    3.472   0.0   1.74e-3 35.1     74.5     0.157    0.413      0.00
   3900.2    2.5   66.5    189.0 0.064      63.7 2.09    24.00     0.092    1.877 
0.5L    :  35.67
     79.8    6.5   67.7    3.472   0.0   1.31e-3 33.6     14.5     0.092    0.413      0.00
   3911.7    2.5   66.5    189.0 0.041      74.1 2.43    24.00     0.092    3.173 
0.6L    :  42.80
    124.4    6.5   67.7    3.472   0.0   1.74e-3 35.1     74.5     0.157    0.413      0.00
   3900.2    2.5   66.5    189.0 0.064      63.7 2.09    24.00     0.092    1.877 
0.7L    :  49.93
    169.9    6.5   67.7    3.472   0.0   1.47e-3 34.1    118.9     0.242    0.413      0.00
   3500.1    2.5   66.5    189.0 0.087      69.9 2.29    24.00     0.092    1.444 
0.8L    :  57.06
    216.3    6.5   67.7    3.472   0.0   0.47e-3 30.7    131.9     0.235    0.496      0.00
   2697.4    2.5   66.5    189.0 0.111     108.4 3.55    24.00     0.092    1.609 
0.9L    :  64.20
    263.8    6.5   67.7    2.826   0.0  -0.00e-3 29.0    145.8     0.242    1.625      0.00
   1498.6    2.0   66.7    189.0 0.135     147.2 4.80    12.00     0.092    1.851 
Critical:  65.10
    270.1    6.5   67.7    2.708   0.0   0.37e-3 30.3    184.7     0.323    1.760      0.00
   1304.3    1.9   66.8    189.0 0.138     115.4 3.76    12.00     0.092    1.808 
Transfer:  68.33
    293.1    6.5   67.7    2.278   0.0   2.40e-3 37.4    272.9     0.623    1.760      0.00
    586.1    1.6   66.9    189.0 0.150      52.8 1.72    12.00     0.092    1.670 
Bearing :  70.67
    309.7    6.5   67.7    0.505   0.0   6.00e-3 50.0    317.0     1.118    1.760      0.14
      0.0    0.4   67.6     41.9 0.157      27.1 0.87    12.00     0.092    1.529 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  680.58
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    1.36
 
 
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
    309.7      5.09     67.75    0.36       67.57    24.00      0.300      0.948      0.000      0.000*
Transfer:      2.33
    293.1      4.87     67.75    1.62       66.94    24.00      0.300      0.872      0.000      1.760 
Critical:      5.57
    270.2      4.49     67.75    1.92       66.79    24.00      0.300      0.748      0.000      1.760 
0.1L    :      6.47
    263.8      4.39     67.75    2.00       66.75    24.00      0.300      0.714      0.000      1.625 
0.2L    :     13.60
    216.3      3.61     67.75    2.45       66.52    24.00      0.300      0.454      0.000      0.496 
0.3L    :     20.73
    169.9      2.84     67.75    2.45       66.52    24.00      0.300      0.196      0.000      0.413 
0.4L    :     27.87
    124.4      2.08     67.75    2.45       66.52    24.00      0.300      0.000      0.000      0.413 
0.5L    :     35.00
     79.8      1.33     67.75    2.45       66.52    24.00      0.300      0.000      0.000      0.413 
0.6L    :     42.13
    124.4      2.08     67.75    2.45       66.52    24.00      0.300      0.000      0.000      0.413 
0.7L    :     49.27
    169.9      2.84     67.75    2.45       66.52    24.00      0.300      0.196      0.000      0.413 
0.8L    :     56.40
    216.3      3.61     67.75    2.45       66.52    24.00      0.300      0.454      0.000      0.496 
0.9L    :     63.53
    263.8      4.39     67.75    2.00       66.75    24.00      0.300      0.714      0.000      1.625 
Critical:     64.43
    270.2      4.49     67.75    1.92       66.79    24.00      0.300      0.748      0.000      1.760 
Transfer:     67.67
    293.1      4.87     67.75    1.62       66.94    24.00      0.300      0.872      0.000      1.760 
Bearing :     70.00
    309.7      5.09     67.75    0.36       67.57    24.00      0.300      0.948      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.47 ft
Prestress      :       0.285  1.80      0.514  2.20      0.628
Self Wt.       :      -0.080  1.85     -0.148  2.40     -0.192
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          :       0.206            0.366            0.436
 
At 0.2 x L = 13.60 ft
Prestress      :       0.509  1.80      0.916  2.20      1.119
Self Wt.       :      -0.151  1.85     -0.279  2.40     -0.362
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          :       0.358            0.637            0.757
 
At 0.3 x L = 20.73 ft
Prestress      :       0.668  1.80      1.203  2.20      1.471
Self Wt.       :      -0.207  1.85     -0.382  2.40     -0.496
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          :       0.462            0.821            0.975
 
At 0.4 x L = 27.87 ft
Prestress      :       0.764  1.80      1.376  2.20      1.681
Self Wt.       :      -0.242  1.85     -0.448  2.40     -0.581
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          :       0.522            0.928            1.100
 
At 0.5 x L = 35.00 ft
Prestress      :       0.796  1.80      1.433  2.20      1.751
Self Wt.       :      -0.254  1.85     -0.470  2.40     -0.610
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          :       0.542            0.963            1.141
 
At 0.6 x L = 42.13 ft
Prestress      :       0.764  1.80      1.376  2.20      1.681
Self Wt.       :      -0.242  1.85     -0.448  2.40     -0.581
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          :       0.522            0.928            1.100
 
At 0.7 x L = 49.27 ft
Prestress      :       0.668  1.80      1.203  2.20      1.471
Self Wt.       :      -0.207  1.85     -0.382  2.40     -0.496
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          :       0.462            0.821            0.975
 
At 0.8 x L = 56.40 ft
Prestress      :       0.509  1.80      0.916  2.20      1.119
Self Wt.       :      -0.151  1.85     -0.279  2.40     -0.362
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          :       0.358            0.637            0.757
 
At 0.9 x L = 63.53 ft
Prestress      :       0.285  1.80      0.514  2.20      0.628
Self Wt.       :      -0.080  1.85     -0.148  2.40     -0.192
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          :       0.206            0.366            0.436
 

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
   578.8    67.7  2.278  267.9    1.9   1.62   3404.4  0.106T 1.00       -       -     -     -  
H/2     :   2.97
   728.5    67.7  2.362  267.8    2.0   1.68   3527.3  0.102T 1.00       -       -     -     -  
0.1L    :   6.47
  1498.6    67.7  2.826  267.4    2.4   2.00   4202.8  0.085T 1.00       -       -     -     -  
0.2L    :  13.60
  2771.3    67.7  3.472  266.8    2.9   2.45   5134.8  0.069T 1.00   4776.9  3685.8    1.07    -  
0.3L    :  20.73
  3645.6    67.7  3.472  266.8    2.9   2.45   5134.8  0.069T 1.00   4668.6  4668.6    1.10    -  
0.4L    :  27.87
  4165.9    67.7  3.472  266.8    2.9   2.45   5134.8  0.069T 1.00   4603.3  4603.3    1.12    -  
0.5L    :  35.00
  4307.9    67.7  3.472  266.8    2.9   2.45   5134.8  0.069T 1.00   4581.0  4581.0    1.12    -  
0.6L    :  42.13
  4165.9    67.7  3.472  266.8    2.9   2.45   5134.8  0.069T 1.00   4603.3  4603.3    1.12    -  
0.7L    :  49.27
  3645.6    67.7  3.472  266.8    2.9   2.45   5134.8  0.069T 1.00   4668.6  4668.6    1.10    -  
0.8L    :  56.40
  2771.3    67.7  3.472  266.8    2.9   2.45   5134.8  0.069T 1.00   4776.9  3685.8    1.07    -  
0.9L    :  63.53
  1498.6    67.7  2.826  267.4    2.4   2.00   4202.8  0.085T 1.00       -       -     -     -  
H/2     :  67.03
   728.5    67.7  2.362  267.8    2.0   1.68   3527.3  0.102T 1.00       -       -     -     -  
Transfer:  67.67
   578.8    67.7  2.278  267.9    1.9   1.62   3404.4  0.106T 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 1-8; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.008
        M   2.00 Fb     0.180
 
  2   2 E   6.00 Ft    -0.041
        M   6.00 Fb     0.405
 
  3   2 E   6.00 Ft    -0.089
        M   6.00 Fb     0.631
 
  4   2 E   6.00 Ft    -0.137
        M   6.00 Fb     0.856
 
  5   2 E   2.00 Ft    -0.213
        M   2.00 Fb     1.103
 
  6   2 E   2.00 Ft    -0.288
        M   2.00 Fb     1.351
 
  7   2 E   2.00 Ft    -0.364
        M   2.00 Fb     1.598
 
  8   2 E   2.00 Ft    -0.439
        M   2.00 Fb     1.845
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 71.33            Release Length, ft: 71.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  16
No. of strands, Draped:   0           No. of strands, Straight:  16
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.42 %               Final losses: 11.50 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             2.925       1.845     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.439     Trans  
      Precast Top w/ reinf. (tension)      -0.509           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.193   0.2L/0.8L
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5134.75     4307.90     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
    Pre.Top:   3.000   0.942     Midspan    2.250   0.696     Midspan
    Pre.Bot:   3.000   1.467    Transfer    2.250   1.573    Transfer
  Service III Limit State - Tensile Stresses Only
    Pre.Top:  -0.425  -0.290    Transfer
    Pre.Bot:  -0.425   0.047     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.498     Midspan
    Pre.Bot:                                                             2.000   0.711    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.796  1.80      1.433  2.20      1.751
Self Wt.       :      -0.254  1.85     -0.470  2.40     -0.610
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          :       0.542            0.963            1.141
 
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 (Manual input)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   70.00
     DC  Line       0.087      0.00       0.087   70.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    35.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 71.330 ft
Release length = 71.330 ft
Design  length = 70.000 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)  : 0.837   (Calculated)    
Live Moment (1  lane  loaded)  : 0.595   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.116   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.892   (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           1622.4 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1029639 in4#
Ht. of c.g.           =        28.75 in             48.11 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 = 0.9290

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97     6.47    13.60    20.73    27.87    35.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    811.6    826.2    826.2    826.2    826.2    826.2    826.2    826.2
  Yb      ,  in    28.62    28.17    28.17    28.17    28.17    28.17    28.17    28.17
  MI(Ixx) , in4   425439   434527   434527   434527   434527   434527   434527   434527
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1626.4   1640.4   1640.4   1640.4   1640.4   1640.4   1640.4   1640.4
  Yb      ,  in    48.00    47.62    47.62    47.62    47.62    47.62    47.62    47.62
  MI(Ixx) , in4  1037594  1065219  1065219  1065219  1065219  1065219  1065219  1065219

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
 Outer  15.00 %:
  Max tens           =      -0.51 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 Center  70.00 %:
  Max tens           =      -0.51 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.50 in):
    10 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.47 in2      Initial Pull          =      680.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.008 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.010 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.159 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)       
-------------------------------------------------------------------------------------
      1141.280         740 844.547     14.813 59991.633  1042.171     451.514        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     10.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1670     14.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      14.1670     19.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      19.1670     52.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      52.1631     57.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      57.1631     61.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      61.1631     64.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      64.1631     64.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      64.7050     70.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00      70.2050     70.7050     No
      2      US#6[M19]       60.00        0.88       6.00      70.7050     71.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50      71.2050     71.3300     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 71.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.4720 in2       Ycg =  3.50 in
         P_init    =      680.6 kips  Ecc = 25.25 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.66 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.347 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.72 ksi    0.00 ksi
    due to Composite Loads                                 -0.87 ksi    0.00 ksi
    due to Live Loads                                      -3.50 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         7.66 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.66 ksi  ( 4.42 %)            13.88 ksi ( 7.08 %)
Total Prestress Losses                                    22.54 ksi (11.50 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.5 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 : 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    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    66.4    83.7   172.8   322.6   429.6   493.7   515.1
(Max)       V      29.4    27.5    26.9    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0     9.6    12.1    25.0    46.7    62.2    71.5    74.6
DC(Max)     V       4.3     4.0     3.9     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.2    90.9   187.8   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.8    29.3    26.1    19.6    13.0     6.5     0.0
Diaphragm : M       0.0     0.6     0.7     1.6     3.4     5.2     7.0     8.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    23.4    29.5    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.5     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    16.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.2     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   196.7   247.4   507.6   932.3  1215.4  1382.3  1419.2
            V     117.6   112.0   110.6   102.3    86.5    70.7    50.2    34.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   117.6   112.0   110.6   102.3    87.2    72.8    58.8    45.4
            M       0.0   200.9   251.9   507.6   890.0  1132.3  1230.5  1192.7
Total     : M+      0.0   381.8   480.6   989.1  1831.6  2413.6  2760.6  2858.6
            V     199.6   188.6   185.6   169.2   136.7   104.3    67.1    34.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   199.6   188.6   185.6   169.2   137.4   106.4    75.8    45.7
            M       0.0   386.0   485.1   989.1  1789.3  2330.5  2608.8  2632.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.03   67.67   70.00
Self wt.  : M     493.7   429.6   322.6   172.8    83.7    66.4     0.0
(Max)       V       6.0    12.0    18.0    24.0    26.9    27.5    29.4
DL-Prec.  : M      71.5    62.2    46.7    25.0    12.1     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     536.5   466.7   350.5   187.8    90.9    72.2     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    29.3    29.8    32.0
Diaphragm : M       7.0     5.2     3.4     1.6     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     173.8   151.2   113.5    60.8    29.5    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.5     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.6    16.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.2     5.3     5.7
LL + I    : M+   1382.3  1215.4   932.3   507.6   247.4   196.7     0.0
            V      50.2    70.7    86.5   102.3   110.6   112.0   117.6
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    58.8    72.8    87.2   102.3   110.6   112.0   117.6
            M    1230.5  1132.3   890.0   507.6   251.9   200.9     0.0
Total     : M+   2760.6  2413.6  1831.6   989.1   480.6   381.8     0.0
            V      67.1   104.3   136.7   169.2   185.6   188.6   199.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    75.8   106.4   137.4   169.2   185.6   188.6   199.6
            M    2608.8  2330.5  1789.3   989.1   485.1   386.0     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.4             29.4
Deck+Haunch            32.0             32.0
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.3              4.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           51.8             51.8
DL-Comp.(DW)           28.6             28.6
Live                   84.8             84.8
        Truck          62.4             62.4
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    66.4    83.7   172.8   322.6   429.6   493.7   515.1
(Max)       V      29.4    27.5    26.9    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0     9.6    12.1    25.0    46.7    62.2    71.5    74.6
DC(Max)     V       4.3     4.0     3.9     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.2    90.9   187.8   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.8    29.3    26.1    19.6    13.0     6.5     0.0
Diaphragm : M       0.0     0.6     0.7     1.6     3.4     5.2     7.0     8.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    23.4    29.5    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.5     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    16.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.2     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   157.3   197.9   406.0   745.8   972.3  1105.9  1135.3
            V      94.1    89.6    88.4    81.8    69.2    56.6    40.2    27.5
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    94.1    89.6    88.4    81.8    69.8    58.2    47.1    36.3
            M       0.0   160.7   201.6   406.0   712.0   905.8   984.4   954.2
Total     : M+      0.0   342.4   431.1   887.6  1645.1  2170.5  2484.1  2574.8
            V     176.1   166.2   163.5   148.7   119.4    90.2    57.1    27.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   176.1   166.2   163.5   148.7   120.0    91.8    64.0    36.6
            M       0.0   345.8   434.7   887.6  1611.3  2104.0  2362.7  2393.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.03   67.67   70.00
Self wt.  : M     493.7   429.6   322.6   172.8    83.7    66.4     0.0
(Max)       V       6.0    12.0    18.0    24.0    26.9    27.5    29.4
DL-Prec.  : M      71.5    62.2    46.7    25.0    12.1     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     536.5   466.7   350.5   187.8    90.9    72.2     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    29.3    29.8    32.0
Diaphragm : M       7.0     5.2     3.4     1.6     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     173.8   151.2   113.5    60.8    29.5    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.5     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.6    16.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.2     5.3     5.7
LL + I    : M+   1105.9   972.3   745.8   406.0   197.9   157.3     0.0
            V      40.2    56.6    69.2    81.8    88.4    89.6    94.1
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    47.1    58.2    69.8    81.8    88.4    89.6    94.1
            M     984.4   905.8   712.0   406.0   201.6   160.7     0.0
Total     : M+   2484.1  2170.5  1645.1   887.6   431.1   342.4     0.0
            V      57.1    90.2   119.4   148.7   163.5   166.2   176.1
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    64.0    91.8   120.0   148.7   163.5   166.2   176.1
            M    2362.7  2104.0  1611.3   887.6   434.7   345.8     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    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    83.1   104.6   216.0   403.2   536.9   617.2   643.9
(Max)       V      36.8    34.3    33.7    30.0    22.5    15.0     7.5     0.0
Self wt.  : M       0.0    59.8    75.3   155.5   290.3   386.6   444.4   463.6
(Min)       V      26.5    24.7    24.2    21.6    16.2    10.8     5.4     0.0
DL-Prec.  : M       0.0    12.0    15.1    31.3    58.4    77.7    89.3    93.2
DC(Max)     V       5.3     5.0     4.9     4.3     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     8.7    10.9    22.5    42.0    56.0    64.3    67.1
DC(Min)     V       3.8     3.6     3.5     3.1     2.3     1.6     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    90.2   113.7   234.7   438.1   583.4   670.6   699.6
Haunch (Max)V      40.0    37.3    36.6    32.6    24.4    16.3     8.1     0.0
Deck +    : M       0.0    65.0    81.8   169.0   315.4   420.0   482.8   503.7
Haunch (Min)V      28.8    26.9    26.3    23.5    17.6    11.7     5.9     0.0
Diaphragm : M       0.0     0.7     0.9     2.0     4.3     6.5     8.7    10.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.7     1.5     3.1     4.7     6.3     7.9
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    29.2    36.8    76.0   141.9   189.0   217.2   226.6
DC(Max)     V      13.0    12.1    11.9    10.6     7.9     5.3     2.6     0.0
DL-Comp   : M       0.0    21.0    26.5    54.7   102.2   136.1   156.4   163.2
DC(Min)     V       9.3     8.7     8.5     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    19.4    24.4    50.3    94.0   125.1   143.8   150.1
DW(Max)     V       8.6     8.0     7.8     7.0     5.2     3.5     1.7     0.0
DL-Comp   : M       0.0     8.4    10.6    21.8    40.7    54.2    62.3    65.0
DW(Min)     V       3.7     3.5     3.4     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   344.2   433.0   888.2  1631.5  2127.0  2419.1  2483.5
            V     205.8   196.1   193.5   179.0   151.4   123.8    87.8    60.2
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   205.8   196.1   193.5   179.0   152.6   127.4   103.0    79.5
            M       0.0   351.5   440.9   888.2  1557.5  1981.5  2153.4  2087.3
Total     : M+      0.0   578.8   728.5  1498.6  2771.3  3645.6  4165.9  4307.9
            V     309.7   293.1   288.6   263.8   215.0   166.3   109.3    60.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   309.7   293.1   288.6   263.8   216.3   169.9   124.4    79.8
            M       0.0   586.1   736.4  1498.6  2697.4  3500.1  3900.2  3911.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.03   67.67   70.00
Self wt.  : M     617.2   536.9   403.2   216.0   104.6    83.1     0.0
(Max)       V       7.5    15.0    22.5    30.0    33.7    34.3    36.8
Self wt.  : M     444.4   386.6   290.3   155.5    75.3    59.8     0.0
(Min)       V       5.4    10.8    16.2    21.6    24.2    24.7    26.5
DL-Prec.  : M      89.3    77.7    58.4    31.3    15.1    12.0     0.0
DC(Max)     V       1.1     2.2     3.3     4.3     4.9     5.0     5.3
DL-Prec.  : M      64.3    56.0    42.0    22.5    10.9     8.7     0.0
DC(Min)     V       0.8     1.6     2.3     3.1     3.5     3.6     3.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     670.6   583.4   438.1   234.7   113.7    90.2     0.0
Haunch (Max)V       8.1    16.3    24.4    32.6    36.6    37.3    40.0
Deck +    : M     482.8   420.0   315.4   169.0    81.8    65.0     0.0
Haunch (Min)V       5.9    11.7    17.6    23.5    26.3    26.9    28.8
Diaphragm : M       8.7     6.5     4.3     2.0     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       6.3     4.7     3.1     1.5     0.7     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     217.2   189.0   141.9    76.0    36.8    29.2     0.0
DC(Max)     V       2.6     5.3     7.9    10.6    11.9    12.1    13.0
DL-Comp   : M     156.4   136.1   102.2    54.7    26.5    21.0     0.0
DC(Min)     V       1.9     3.8     5.7     7.6     8.5     8.7     9.3
DL-Comp   : M     143.8   125.1    94.0    50.3    24.4    19.4     0.0
DW(Max)     V       1.7     3.5     5.2     7.0     7.8     8.0     8.6
DL-Comp   : M      62.3    54.2    40.7    21.8    10.6     8.4     0.0
DW(Min)     V       0.8     1.5     2.3     3.0     3.4     3.5     3.7
LL + I    : M+   2419.1  2127.0  1631.5   888.2   433.0   344.2     0.0
            V      87.8   123.8   151.4   179.0   193.5   196.1   205.8
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   103.0   127.4   152.6   179.0   193.5   196.1   205.8
            M    2153.4  1981.5  1557.5   888.2   440.9   351.5     0.0
Total     : M+   4165.9  3645.6  2771.3  1498.6   728.5   578.8     0.0
            V     109.3   166.3   215.0   263.8   288.6   293.1   309.7
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   124.4   169.9   216.3   263.8   288.6   293.1   309.7
            M    3900.2  3500.1  2697.4  1498.6   736.4   586.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.8             36.8
Deck+Haunch            40.0             40.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           64.8             64.8
DL-Comp.(DW)           42.9             42.9
Live                  148.4            148.4
        Truck         109.2            109.2
        Lane           39.2             39.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    66.4    83.7   172.8   322.6   429.6   493.7   515.1
(Max)       V      29.4    27.5    26.9    24.0    18.0    12.0     6.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     9.6    12.1    25.0    46.7    62.2    71.5    74.6
DC(Max)     V       4.3     4.0     3.9     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.2    90.9   187.8   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.8    29.3    26.1    19.6    13.0     6.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.7     1.6     3.4     5.2     7.0     8.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    23.4    29.5    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.5     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    12.9    16.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.2     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   140.4   176.2   356.5   632.5   818.6   904.0   866.5
            V      95.7    91.0    89.7    82.7    69.8    54.4    41.5    28.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    95.7    91.0    89.7    82.7    69.8    56.9    44.3    33.0
            M       0.0   140.4   176.2   356.5   632.5   785.6   823.3   770.8
Total     : M+      0.0   325.5   409.4   838.1  1531.8  2016.8  2282.3  2306.0
            V     177.7   167.5   164.8   149.6   120.0    88.0    58.4    29.2
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   177.7   167.5   164.8   149.6   120.0    90.4    61.2    33.3
            M       0.0   325.5   409.4   838.1  1531.8  1983.8  2201.6  2210.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.03   67.67   70.00
Self wt.  : M     493.7   429.6   322.6   172.8    83.7    66.4     0.0
(Max)       V       6.0    12.0    18.0    24.0    26.9    27.5    29.4
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      71.5    62.2    46.7    25.0    12.1     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     536.5   466.7   350.5   187.8    90.9    72.2     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    29.3    29.8    32.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       7.0     5.2     3.4     1.6     0.7     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     173.8   151.2   113.5    60.8    29.5    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.5     9.7    10.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      95.9    83.4    62.6    33.6    16.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.2     5.3     5.7
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    904.0   818.6   632.5   356.5   176.2   140.4     0.0
            V      41.5    54.4    69.8    82.7    89.7    91.0    95.7
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    44.3    56.9    69.8    82.7    89.7    91.0    95.7
            M     823.3   785.6   632.5   356.5   176.2   140.4     0.0
Total     : M+   2282.3  2016.8  1531.8   838.1   409.4   325.5     0.0
            V      58.4    88.0   120.0   149.6   164.8   167.5   177.7
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    61.2    90.4   120.0   149.6   164.8   167.5   177.7
            M    2201.6  1983.8  1531.8   838.1   409.4   325.5     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    7.13   14.27   21.40   28.53   35.67   24.97
 
Beam-Self
Precast-top    0.083   0.185   0.329   0.432   0.494   0.514   0.468 
Bottom        -0.067  -0.150  -0.266  -0.350  -0.400  -0.416  -0.379 
 
Prestress
Precast-top   -0.522  -0.522  -0.522  -0.522  -0.522  -0.522  -0.522 
Bottom         1.913   1.913   1.913   1.913   1.913   1.913   1.913 
 
Total
Precast-top   -0.439  -0.337  -0.193  -0.090  -0.028  -0.008  -0.054 
Bottom         1.845   1.763   1.646   1.563   1.513   1.496   1.534 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.70 %)
             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    6.47   13.60   20.73   27.87   35.00
 
Prestress
Precast-top   -0.107  -0.466  -0.466  -0.466  -0.466  -0.466  -0.466  -0.466
Bottom         0.394   1.708   1.708   1.708   1.708   1.708   1.708   1.708
 
Self wt.
Precast-top   -0.000   0.064   0.080   0.166   0.310   0.413   0.475   0.495
Bottom        -0.000  -0.052  -0.065  -0.134  -0.251  -0.334  -0.384  -0.401
 
DL-Prec (DC)
Precast-top   -0.000   0.009   0.012   0.024   0.045   0.060   0.069   0.072
Bottom        -0.000  -0.007  -0.009  -0.019  -0.036  -0.048  -0.056  -0.058
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.005   0.007   0.008
Bottom        -0.000  -0.000  -0.001  -0.001  -0.003  -0.004  -0.005  -0.007
 
Deck + Haunch
Precast-top   -0.000   0.069   0.087   0.181   0.337   0.449   0.516   0.538
Bottom        -0.000  -0.056  -0.071  -0.146  -0.273  -0.363  -0.417  -0.435
 
DL-Comp (DC)
Precast-top   -0.000   0.004   0.005   0.011   0.020   0.026   0.030   0.031
Bottom        -0.000  -0.013  -0.016  -0.033  -0.061  -0.081  -0.093  -0.097
 
DL-Comp (DW)
Precast-top   -0.000   0.002   0.003   0.006   0.011   0.014   0.017   0.017
Bottom        -0.000  -0.007  -0.009  -0.018  -0.034  -0.045  -0.051  -0.054
 
LL+I(+)
Precast-top   -0.000   0.034   0.043   0.088   0.162   0.211   0.239   0.246
Bottom        -0.000  -0.106  -0.133  -0.272  -0.500  -0.652  -0.742  -0.761
 
Final 1 (P/S + DL + LL)
Precast-top   -0.107  -0.283  -0.235   0.010   0.421   0.712   0.886   0.942 
Bottom         0.394   1.467   1.405   1.084   0.551   0.180  -0.041  -0.105 
 
Final 2 (P/S + DL)
Precast-top   -0.107  -0.317  -0.278  -0.078   0.260   0.501   0.647   0.696 
Bottom         0.394   1.573   1.538   1.356   1.051   0.832   0.701   0.656 
 

 
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    7.13   14.27   21.40   28.53   35.67   24.97
 
Beam-Self
Precast-top    0.083   0.185   0.329   0.432   0.494   0.514   0.468 
Bottom        -0.067  -0.150  -0.266  -0.350  -0.400  -0.416  -0.379 
 
Prestress
Precast-top   -0.522  -0.522  -0.522  -0.522  -0.522  -0.522  -0.522 
Bottom         1.913   1.913   1.913   1.913   1.913   1.913   1.913 
 
Total
Precast-top   -0.439  -0.337  -0.193  -0.090  -0.028  -0.008  -0.054 
Bottom         1.845   1.763   1.646   1.563   1.513   1.496   1.534 
 
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 = 10.70 %)
             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    6.47   13.60   20.73   27.87   35.00
 
Prestress
Precast-top   -0.107  -0.466  -0.466  -0.466  -0.466  -0.466  -0.466  -0.466
Bottom         0.394   1.708   1.708   1.708   1.708   1.708   1.708   1.708
 
Self wt.
Precast-top   -0.000   0.064   0.080   0.166   0.310   0.413   0.475   0.495
Bottom        -0.000  -0.052  -0.065  -0.134  -0.251  -0.334  -0.384  -0.401
 
DL-Prec (DC)
Precast-top   -0.000   0.009   0.012   0.024   0.045   0.060   0.069   0.072
Bottom        -0.000  -0.007  -0.009  -0.019  -0.036  -0.048  -0.056  -0.058
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.005   0.007   0.008
Bottom        -0.000  -0.000  -0.001  -0.001  -0.003  -0.004  -0.005  -0.007
 
Deck + Haunch
Precast-top   -0.000   0.069   0.087   0.181   0.337   0.449   0.516   0.538
Bottom        -0.000  -0.056  -0.071  -0.146  -0.273  -0.363  -0.417  -0.435
 
DL-Comp (DC)
Precast-top   -0.000   0.004   0.005   0.011   0.020   0.026   0.030   0.031
Bottom        -0.000  -0.013  -0.016  -0.033  -0.061  -0.081  -0.093  -0.097
 
DL-Comp (DW)
Precast-top   -0.000   0.002   0.003   0.006   0.011   0.014   0.017   0.017
Bottom        -0.000  -0.007  -0.009  -0.018  -0.034  -0.045  -0.051  -0.054
 
LL+I(+)
Precast-top   -0.000   0.027   0.034   0.070   0.129   0.168   0.192   0.197
Bottom        -0.000  -0.084  -0.106  -0.218  -0.400  -0.522  -0.593  -0.609
 
Final 1 (P/S + DL + LL)
Precast-top   -0.107  -0.290  -0.244  -0.007   0.389   0.670   0.838   0.893 
Bottom         0.394   1.488   1.431   1.138   0.651   0.311   0.107   0.047 
 

 
 
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    6.47   13.60   20.73   27.87   35.00
F_LL+I(+)
Precast-top   -0.000   0.024   0.031   0.062   0.110   0.142   0.157   0.150
Bottom        -0.000  -0.075  -0.095  -0.191  -0.339  -0.439  -0.485  -0.465
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Precast-top   -0.054  -0.134  -0.109   0.023   0.239   0.392   0.480   0.498 
Bottom         0.197   0.711   0.674   0.487   0.186  -0.023  -0.135  -0.137 
 

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
    309.7    6.5   67.7    0.505   0.0   6.00e-3 50.0    317.0     1.118    1.760      0.14
      0.0    0.4   67.6     41.9 0.157      27.1 0.87    12.00     0.092    1.529 
Transfer:   3.00
    293.1    6.5   67.7    2.278   0.0   2.40e-3 37.4    272.9     0.623    1.760      0.00
    586.1    1.6   66.9    189.0 0.150      52.8 1.72    12.00     0.092    1.670 
Critical:   6.23
    270.1    6.5   67.7    2.708   0.0   0.37e-3 30.3    184.7     0.323    1.760      0.00
   1304.3    1.9   66.8    189.0 0.138     115.4 3.76    12.00     0.092    1.808 
0.1L    :   7.13
    263.8    6.5   67.7    2.826   0.0  -0.00e-3 29.0    145.8     0.242    1.625      0.00
   1498.6    2.0   66.7    189.0 0.135     147.2 4.80    12.00     0.092    1.851 
0.2L    :  14.27
    216.3    6.5   67.7    3.472   0.0   0.47e-3 30.7    131.9     0.235    0.496      0.00
   2697.4    2.5   66.5    189.0 0.111     108.4 3.55    24.00     0.092    1.609 
0.3L    :  21.40
    169.9    6.5   67.7    3.472   0.0   1.47e-3 34.1    118.9     0.242    0.413      0.00
   3500.1    2.5   66.5    189.0 0.087      69.9 2.29    24.00     0.092    1.444 
0.4L    :  28.53
    124.4    6.5   67.7    3.472   0.0   1.74e-3 35.1     74.5     0.157    0.413      0.00
   3900.2    2.5   66.5    189.0 0.064      63.7 2.09    24.00     0.092    1.877 
0.5L    :  35.67
     79.8    6.5   67.7    3.472   0.0   1.31e-3 33.6     14.5     0.092    0.413      0.00
   3911.7    2.5   66.5    189.0 0.041      74.1 2.43    24.00     0.092    3.173 
0.6L    :  42.80
    124.4    6.5   67.7    3.472   0.0   1.74e-3 35.1     74.5     0.157    0.413      0.00
   3900.2    2.5   66.5    189.0 0.064      63.7 2.09    24.00     0.092    1.877 
0.7L    :  49.93
    169.9    6.5   67.7    3.472   0.0   1.47e-3 34.1    118.9     0.242    0.413      0.00
   3500.1    2.5   66.5    189.0 0.087      69.9 2.29    24.00     0.092    1.444 
0.8L    :  57.06
    216.3    6.5   67.7    3.472   0.0   0.47e-3 30.7    131.9     0.235    0.496      0.00
   2697.4    2.5   66.5    189.0 0.111     108.4 3.55    24.00     0.092    1.609 
0.9L    :  64.20
    263.8    6.5   67.7    2.826   0.0  -0.00e-3 29.0    145.8     0.242    1.625      0.00
   1498.6    2.0   66.7    189.0 0.135     147.2 4.80    12.00     0.092    1.851 
Critical:  65.10
    270.1    6.5   67.7    2.708   0.0   0.37e-3 30.3    184.7     0.323    1.760      0.00
   1304.3    1.9   66.8    189.0 0.138     115.4 3.76    12.00     0.092    1.808 
Transfer:  68.33
    293.1    6.5   67.7    2.278   0.0   2.40e-3 37.4    272.9     0.623    1.760      0.00
    586.1    1.6   66.9    189.0 0.150      52.8 1.72    12.00     0.092    1.670 
Bearing :  70.67
    309.7    6.5   67.7    0.505   0.0   6.00e-3 50.0    317.0     1.118    1.760      0.14
      0.0    0.4   67.6     41.9 0.157      27.1 0.87    12.00     0.092    1.529 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  680.58
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    1.36
 
 
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
    309.7      5.09     67.75    0.36       67.57    24.00      0.300      0.948      0.000      0.000*
Transfer:      2.33
    293.1      4.87     67.75    1.62       66.94    24.00      0.300      0.872      0.000      1.760 
Critical:      5.57
    270.2      4.49     67.75    1.92       66.79    24.00      0.300      0.748      0.000      1.760 
0.1L    :      6.47
    263.8      4.39     67.75    2.00       66.75    24.00      0.300      0.714      0.000      1.625 
0.2L    :     13.60
    216.3      3.61     67.75    2.45       66.52    24.00      0.300      0.454      0.000      0.496 
0.3L    :     20.73
    169.9      2.84     67.75    2.45       66.52    24.00      0.300      0.196      0.000      0.413 
0.4L    :     27.87
    124.4      2.08     67.75    2.45       66.52    24.00      0.300      0.000      0.000      0.413 
0.5L    :     35.00
     79.8      1.33     67.75    2.45       66.52    24.00      0.300      0.000      0.000      0.413 
0.6L    :     42.13
    124.4      2.08     67.75    2.45       66.52    24.00      0.300      0.000      0.000      0.413 
0.7L    :     49.27
    169.9      2.84     67.75    2.45       66.52    24.00      0.300      0.196      0.000      0.413 
0.8L    :     56.40
    216.3      3.61     67.75    2.45       66.52    24.00      0.300      0.454      0.000      0.496 
0.9L    :     63.53
    263.8      4.39     67.75    2.00       66.75    24.00      0.300      0.714      0.000      1.625 
Critical:     64.43
    270.2      4.49     67.75    1.92       66.79    24.00      0.300      0.748      0.000      1.760 
Transfer:     67.67
    293.1      4.87     67.75    1.62       66.94    24.00      0.300      0.872      0.000      1.760 
Bearing :     70.00
    309.7      5.09     67.75    0.36       67.57    24.00      0.300      0.948      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.47 ft
Prestress      :       0.285  1.80      0.514  2.20      0.628
Self Wt.       :      -0.080  1.85     -0.148  2.40     -0.192
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          :       0.206            0.366            0.436
 
At 0.2 x L = 13.60 ft
Prestress      :       0.509  1.80      0.916  2.20      1.119
Self Wt.       :      -0.151  1.85     -0.279  2.40     -0.362
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          :       0.358            0.637            0.757
 
At 0.3 x L = 20.73 ft
Prestress      :       0.668  1.80      1.203  2.20      1.471
Self Wt.       :      -0.207  1.85     -0.382  2.40     -0.496
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          :       0.462            0.821            0.975
 
At 0.4 x L = 27.87 ft
Prestress      :       0.764  1.80      1.376  2.20      1.681
Self Wt.       :      -0.242  1.85     -0.448  2.40     -0.581
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          :       0.522            0.928            1.100
 
At 0.5 x L = 35.00 ft
Prestress      :       0.796  1.80      1.433  2.20      1.751
Self Wt.       :      -0.254  1.85     -0.470  2.40     -0.610
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          :       0.542            0.963            1.141
 
At 0.6 x L = 42.13 ft
Prestress      :       0.764  1.80      1.376  2.20      1.681
Self Wt.       :      -0.242  1.85     -0.448  2.40     -0.581
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          :       0.522            0.928            1.100
 
At 0.7 x L = 49.27 ft
Prestress      :       0.668  1.80      1.203  2.20      1.471
Self Wt.       :      -0.207  1.85     -0.382  2.40     -0.496
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          :       0.462            0.821            0.975
 
At 0.8 x L = 56.40 ft
Prestress      :       0.509  1.80      0.916  2.20      1.119
Self Wt.       :      -0.151  1.85     -0.279  2.40     -0.362
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          :       0.358            0.637            0.757
 
At 0.9 x L = 63.53 ft
Prestress      :       0.285  1.80      0.514  2.20      0.628
Self Wt.       :      -0.080  1.85     -0.148  2.40     -0.192
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          :       0.206            0.366            0.436
 

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
   578.8    67.7  2.278  267.9    1.9   1.62   3404.4  0.106T 1.00       -       -     -     -  
H/2     :   2.97
   728.5    67.7  2.362  267.8    2.0   1.68   3527.3  0.102T 1.00       -       -     -     -  
0.1L    :   6.47
  1498.6    67.7  2.826  267.4    2.4   2.00   4202.8  0.085T 1.00       -       -     -     -  
0.2L    :  13.60
  2771.3    67.7  3.472  266.8    2.9   2.45   5134.8  0.069T 1.00   4776.9  3685.8    1.07    -  
0.3L    :  20.73
  3645.6    67.7  3.472  266.8    2.9   2.45   5134.8  0.069T 1.00   4668.6  4668.6    1.10    -  
0.4L    :  27.87
  4165.9    67.7  3.472  266.8    2.9   2.45   5134.8  0.069T 1.00   4603.3  4603.3    1.12    -  
0.5L    :  35.00
  4307.9    67.7  3.472  266.8    2.9   2.45   5134.8  0.069T 1.00   4581.0  4581.0    1.12    -  
0.6L    :  42.13
  4165.9    67.7  3.472  266.8    2.9   2.45   5134.8  0.069T 1.00   4603.3  4603.3    1.12    -  
0.7L    :  49.27
  3645.6    67.7  3.472  266.8    2.9   2.45   5134.8  0.069T 1.00   4668.6  4668.6    1.10    -  
0.8L    :  56.40
  2771.3    67.7  3.472  266.8    2.9   2.45   5134.8  0.069T 1.00   4776.9  3685.8    1.07    -  
0.9L    :  63.53
  1498.6    67.7  2.826  267.4    2.4   2.00   4202.8  0.085T 1.00       -       -     -     -  
H/2     :  67.03
   728.5    67.7  2.362  267.8    2.0   1.68   3527.3  0.102T 1.00       -       -     -     -  
Transfer:  67.67
   578.8    67.7  2.278  267.9    1.9   1.62   3404.4  0.106T 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 1-8; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.008
        M   2.00 Fb     0.180
 
  2   2 E   6.00 Ft    -0.041
        M   6.00 Fb     0.405
 
  3   2 E   6.00 Ft    -0.089
        M   6.00 Fb     0.631
 
  4   2 E   6.00 Ft    -0.137
        M   6.00 Fb     0.856
 
  5   2 E   2.00 Ft    -0.213
        M   2.00 Fb     1.103
 
  6   2 E   2.00 Ft    -0.288
        M   2.00 Fb     1.351
 
  7   2 E   2.00 Ft    -0.364
        M   2.00 Fb     1.598
 
  8   2 E   2.00 Ft    -0.439
        M   2.00 Fb     1.845
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 71.33            Release Length, ft: 71.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  16
No. of strands, Draped:   0           No. of strands, Straight:  16
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.42 %               Final losses: 11.50 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             2.925       1.845     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.439     Trans  
      Precast Top w/ reinf. (tension)      -0.509           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.193   0.2L/0.8L
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5134.75     4307.90     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
    Pre.Top:   3.000   0.942     Midspan    2.250   0.696     Midspan
    Pre.Bot:   3.000   1.467    Transfer    2.250   1.573    Transfer
  Service III Limit State - Tensile Stresses Only
    Pre.Top:  -0.425  -0.290    Transfer
    Pre.Bot:  -0.425   0.047     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.498     Midspan
    Pre.Bot:                                                             2.000   0.711    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.796  1.80      1.433  2.20      1.751
Self Wt.       :      -0.254  1.85     -0.470  2.40     -0.610
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          :       0.542            0.963            1.141
 
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 (Manual input)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   70.00
     DC  Line       0.087      0.00       0.087   70.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    35.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 71.330 ft
Release length = 71.330 ft
Design  length = 70.000 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)  : 0.837   (Calculated)    
Live Moment (1  lane  loaded)  : 0.595   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.116   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.892   (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           1622.4 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1029639 in4#
Ht. of c.g.           =        28.75 in             48.11 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 = 0.9290

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97     6.47    13.60    20.73    27.87    35.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    811.6    826.2    826.2    826.2    826.2    826.2    826.2    826.2
  Yb      ,  in    28.62    28.17    28.17    28.17    28.17    28.17    28.17    28.17
  MI(Ixx) , in4   425439   434527   434527   434527   434527   434527   434527   434527
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1626.4   1640.4   1640.4   1640.4   1640.4   1640.4   1640.4   1640.4
  Yb      ,  in    48.00    47.62    47.62    47.62    47.62    47.62    47.62    47.62
  MI(Ixx) , in4  1037594  1065219  1065219  1065219  1065219  1065219  1065219  1065219

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
 Outer  15.00 %:
  Max tens           =      -0.51 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 Center  70.00 %:
  Max tens           =      -0.51 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.50 in):
    10 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.47 in2      Initial Pull          =      680.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.008 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.010 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.159 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)       
-------------------------------------------------------------------------------------
      1141.280         740 844.547     14.813 59991.633  1042.171     451.514        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     10.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1670     14.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      14.1670     19.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      19.1670     52.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      52.1631     57.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      57.1631     61.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      61.1631     64.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      64.1631     64.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      64.7050     70.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00      70.2050     70.7050     No
      2      US#6[M19]       60.00        0.88       6.00      70.7050     71.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50      71.2050     71.3300     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 71.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.4720 in2       Ycg =  3.50 in
         P_init    =      680.6 kips  Ecc = 25.25 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.66 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.347 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.72 ksi    0.00 ksi
    due to Composite Loads                                 -0.87 ksi    0.00 ksi
    due to Live Loads                                      -3.50 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         7.66 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.66 ksi  ( 4.42 %)            13.88 ksi ( 7.08 %)
Total Prestress Losses                                    22.54 ksi (11.50 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.5 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 : 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    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    66.4    83.7   172.8   322.6   429.6   493.7   515.1
(Max)       V      29.4    27.5    26.9    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0     9.6    12.1    25.0    46.7    62.2    71.5    74.6
DC(Max)     V       4.3     4.0     3.9     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.2    90.9   187.8   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.8    29.3    26.1    19.6    13.0     6.5     0.0
Diaphragm : M       0.0     0.6     0.7     1.6     3.4     5.2     7.0     8.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    23.4    29.5    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.5     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    16.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.2     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   196.7   247.4   507.6   932.3  1215.4  1382.3  1419.2
            V     117.6   112.0   110.6   102.3    86.5    70.7    50.2    34.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   117.6   112.0   110.6   102.3    87.2    72.8    58.8    45.4
            M       0.0   200.9   251.9   507.6   890.0  1132.3  1230.5  1192.7
Total     : M+      0.0   381.8   480.6   989.1  1831.6  2413.6  2760.6  2858.6
            V     199.6   188.6   185.6   169.2   136.7   104.3    67.1    34.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   199.6   188.6   185.6   169.2   137.4   106.4    75.8    45.7
            M       0.0   386.0   485.1   989.1  1789.3  2330.5  2608.8  2632.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.03   67.67   70.00
Self wt.  : M     493.7   429.6   322.6   172.8    83.7    66.4     0.0
(Max)       V       6.0    12.0    18.0    24.0    26.9    27.5    29.4
DL-Prec.  : M      71.5    62.2    46.7    25.0    12.1     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     536.5   466.7   350.5   187.8    90.9    72.2     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    29.3    29.8    32.0
Diaphragm : M       7.0     5.2     3.4     1.6     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     173.8   151.2   113.5    60.8    29.5    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.5     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.6    16.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.2     5.3     5.7
LL + I    : M+   1382.3  1215.4   932.3   507.6   247.4   196.7     0.0
            V      50.2    70.7    86.5   102.3   110.6   112.0   117.6
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    58.8    72.8    87.2   102.3   110.6   112.0   117.6
            M    1230.5  1132.3   890.0   507.6   251.9   200.9     0.0
Total     : M+   2760.6  2413.6  1831.6   989.1   480.6   381.8     0.0
            V      67.1   104.3   136.7   169.2   185.6   188.6   199.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    75.8   106.4   137.4   169.2   185.6   188.6   199.6
            M    2608.8  2330.5  1789.3   989.1   485.1   386.0     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.4             29.4
Deck+Haunch            32.0             32.0
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.3              4.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           51.8             51.8
DL-Comp.(DW)           28.6             28.6
Live                   84.8             84.8
        Truck          62.4             62.4
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    66.4    83.7   172.8   322.6   429.6   493.7   515.1
(Max)       V      29.4    27.5    26.9    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0     9.6    12.1    25.0    46.7    62.2    71.5    74.6
DC(Max)     V       4.3     4.0     3.9     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.2    90.9   187.8   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.8    29.3    26.1    19.6    13.0     6.5     0.0
Diaphragm : M       0.0     0.6     0.7     1.6     3.4     5.2     7.0     8.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    23.4    29.5    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.5     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    16.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.2     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   157.3   197.9   406.0   745.8   972.3  1105.9  1135.3
            V      94.1    89.6    88.4    81.8    69.2    56.6    40.2    27.5
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    94.1    89.6    88.4    81.8    69.8    58.2    47.1    36.3
            M       0.0   160.7   201.6   406.0   712.0   905.8   984.4   954.2
Total     : M+      0.0   342.4   431.1   887.6  1645.1  2170.5  2484.1  2574.8
            V     176.1   166.2   163.5   148.7   119.4    90.2    57.1    27.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   176.1   166.2   163.5   148.7   120.0    91.8    64.0    36.6
            M       0.0   345.8   434.7   887.6  1611.3  2104.0  2362.7  2393.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.03   67.67   70.00
Self wt.  : M     493.7   429.6   322.6   172.8    83.7    66.4     0.0
(Max)       V       6.0    12.0    18.0    24.0    26.9    27.5    29.4
DL-Prec.  : M      71.5    62.2    46.7    25.0    12.1     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     536.5   466.7   350.5   187.8    90.9    72.2     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    29.3    29.8    32.0
Diaphragm : M       7.0     5.2     3.4     1.6     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     173.8   151.2   113.5    60.8    29.5    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.5     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.6    16.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.2     5.3     5.7
LL + I    : M+   1105.9   972.3   745.8   406.0   197.9   157.3     0.0
            V      40.2    56.6    69.2    81.8    88.4    89.6    94.1
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    47.1    58.2    69.8    81.8    88.4    89.6    94.1
            M     984.4   905.8   712.0   406.0   201.6   160.7     0.0
Total     : M+   2484.1  2170.5  1645.1   887.6   431.1   342.4     0.0
            V      57.1    90.2   119.4   148.7   163.5   166.2   176.1
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    64.0    91.8   120.0   148.7   163.5   166.2   176.1
            M    2362.7  2104.0  1611.3   887.6   434.7   345.8     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    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    83.1   104.6   216.0   403.2   536.9   617.2   643.9
(Max)       V      36.8    34.3    33.7    30.0    22.5    15.0     7.5     0.0
Self wt.  : M       0.0    59.8    75.3   155.5   290.3   386.6   444.4   463.6
(Min)       V      26.5    24.7    24.2    21.6    16.2    10.8     5.4     0.0
DL-Prec.  : M       0.0    12.0    15.1    31.3    58.4    77.7    89.3    93.2
DC(Max)     V       5.3     5.0     4.9     4.3     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     8.7    10.9    22.5    42.0    56.0    64.3    67.1
DC(Min)     V       3.8     3.6     3.5     3.1     2.3     1.6     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    90.2   113.7   234.7   438.1   583.4   670.6   699.6
Haunch (Max)V      40.0    37.3    36.6    32.6    24.4    16.3     8.1     0.0
Deck +    : M       0.0    65.0    81.8   169.0   315.4   420.0   482.8   503.7
Haunch (Min)V      28.8    26.9    26.3    23.5    17.6    11.7     5.9     0.0
Diaphragm : M       0.0     0.7     0.9     2.0     4.3     6.5     8.7    10.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.7     1.5     3.1     4.7     6.3     7.9
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    29.2    36.8    76.0   141.9   189.0   217.2   226.6
DC(Max)     V      13.0    12.1    11.9    10.6     7.9     5.3     2.6     0.0
DL-Comp   : M       0.0    21.0    26.5    54.7   102.2   136.1   156.4   163.2
DC(Min)     V       9.3     8.7     8.5     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    19.4    24.4    50.3    94.0   125.1   143.8   150.1
DW(Max)     V       8.6     8.0     7.8     7.0     5.2     3.5     1.7     0.0
DL-Comp   : M       0.0     8.4    10.6    21.8    40.7    54.2    62.3    65.0
DW(Min)     V       3.7     3.5     3.4     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   344.2   433.0   888.2  1631.5  2127.0  2419.1  2483.5
            V     205.8   196.1   193.5   179.0   151.4   123.8    87.8    60.2
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   205.8   196.1   193.5   179.0   152.6   127.4   103.0    79.5
            M       0.0   351.5   440.9   888.2  1557.5  1981.5  2153.4  2087.3
Total     : M+      0.0   578.8   728.5  1498.6  2771.3  3645.6  4165.9  4307.9
            V     309.7   293.1   288.6   263.8   215.0   166.3   109.3    60.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   309.7   293.1   288.6   263.8   216.3   169.9   124.4    79.8
            M       0.0   586.1   736.4  1498.6  2697.4  3500.1  3900.2  3911.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.03   67.67   70.00
Self wt.  : M     617.2   536.9   403.2   216.0   104.6    83.1     0.0
(Max)       V       7.5    15.0    22.5    30.0    33.7    34.3    36.8
Self wt.  : M     444.4   386.6   290.3   155.5    75.3    59.8     0.0
(Min)       V       5.4    10.8    16.2    21.6    24.2    24.7    26.5
DL-Prec.  : M      89.3    77.7    58.4    31.3    15.1    12.0     0.0
DC(Max)     V       1.1     2.2     3.3     4.3     4.9     5.0     5.3
DL-Prec.  : M      64.3    56.0    42.0    22.5    10.9     8.7     0.0
DC(Min)     V       0.8     1.6     2.3     3.1     3.5     3.6     3.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     670.6   583.4   438.1   234.7   113.7    90.2     0.0
Haunch (Max)V       8.1    16.3    24.4    32.6    36.6    37.3    40.0
Deck +    : M     482.8   420.0   315.4   169.0    81.8    65.0     0.0
Haunch (Min)V       5.9    11.7    17.6    23.5    26.3    26.9    28.8
Diaphragm : M       8.7     6.5     4.3     2.0     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       6.3     4.7     3.1     1.5     0.7     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     217.2   189.0   141.9    76.0    36.8    29.2     0.0
DC(Max)     V       2.6     5.3     7.9    10.6    11.9    12.1    13.0
DL-Comp   : M     156.4   136.1   102.2    54.7    26.5    21.0     0.0
DC(Min)     V       1.9     3.8     5.7     7.6     8.5     8.7     9.3
DL-Comp   : M     143.8   125.1    94.0    50.3    24.4    19.4     0.0
DW(Max)     V       1.7     3.5     5.2     7.0     7.8     8.0     8.6
DL-Comp   : M      62.3    54.2    40.7    21.8    10.6     8.4     0.0
DW(Min)     V       0.8     1.5     2.3     3.0     3.4     3.5     3.7
LL + I    : M+   2419.1  2127.0  1631.5   888.2   433.0   344.2     0.0
            V      87.8   123.8   151.4   179.0   193.5   196.1   205.8
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   103.0   127.4   152.6   179.0   193.5   196.1   205.8
            M    2153.4  1981.5  1557.5   888.2   440.9   351.5     0.0
Total     : M+   4165.9  3645.6  2771.3  1498.6   728.5   578.8     0.0
            V     109.3   166.3   215.0   263.8   288.6   293.1   309.7
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   124.4   169.9   216.3   263.8   288.6   293.1   309.7
            M    3900.2  3500.1  2697.4  1498.6   736.4   586.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.8             36.8
Deck+Haunch            40.0             40.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           64.8             64.8
DL-Comp.(DW)           42.9             42.9
Live                  148.4            148.4
        Truck         109.2            109.2
        Lane           39.2             39.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    66.4    83.7   172.8   322.6   429.6   493.7   515.1
(Max)       V      29.4    27.5    26.9    24.0    18.0    12.0     6.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     9.6    12.1    25.0    46.7    62.2    71.5    74.6
DC(Max)     V       4.3     4.0     3.9     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.2    90.9   187.8   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.8    29.3    26.1    19.6    13.0     6.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.7     1.6     3.4     5.2     7.0     8.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    23.4    29.5    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.5     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    12.9    16.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.2     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   140.4   176.2   356.5   632.5   818.6   904.0   866.5
            V      95.7    91.0    89.7    82.7    69.8    54.4    41.5    28.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    95.7    91.0    89.7    82.7    69.8    56.9    44.3    33.0
            M       0.0   140.4   176.2   356.5   632.5   785.6   823.3   770.8
Total     : M+      0.0   325.5   409.4   838.1  1531.8  2016.8  2282.3  2306.0
            V     177.7   167.5   164.8   149.6   120.0    88.0    58.4    29.2
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   177.7   167.5   164.8   149.6   120.0    90.4    61.2    33.3
            M       0.0   325.5   409.4   838.1  1531.8  1983.8  2201.6  2210.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.03   67.67   70.00
Self wt.  : M     493.7   429.6   322.6   172.8    83.7    66.4     0.0
(Max)       V       6.0    12.0    18.0    24.0    26.9    27.5    29.4
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      71.5    62.2    46.7    25.0    12.1     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     536.5   466.7   350.5   187.8    90.9    72.2     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    29.3    29.8    32.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       7.0     5.2     3.4     1.6     0.7     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     173.8   151.2   113.5    60.8    29.5    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.5     9.7    10.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      95.9    83.4    62.6    33.6    16.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.2     5.3     5.7
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    904.0   818.6   632.5   356.5   176.2   140.4     0.0
            V      41.5    54.4    69.8    82.7    89.7    91.0    95.7
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    44.3    56.9    69.8    82.7    89.7    91.0    95.7
            M     823.3   785.6   632.5   356.5   176.2   140.4     0.0
Total     : M+   2282.3  2016.8  1531.8   838.1   409.4   325.5     0.0
            V      58.4    88.0   120.0   149.6   164.8   167.5   177.7
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    61.2    90.4   120.0   149.6   164.8   167.5   177.7
            M    2201.6  1983.8  1531.8   838.1   409.4   325.5     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    7.13   14.27   21.40   28.53   35.67   24.97
 
Beam-Self
Precast-top    0.083   0.185   0.329   0.432   0.494   0.514   0.468 
Bottom        -0.067  -0.150  -0.266  -0.350  -0.400  -0.416  -0.379 
 
Prestress
Precast-top   -0.522  -0.522  -0.522  -0.522  -0.522  -0.522  -0.522 
Bottom         1.913   1.913   1.913   1.913   1.913   1.913   1.913 
 
Total
Precast-top   -0.439  -0.337  -0.193  -0.090  -0.028  -0.008  -0.054 
Bottom         1.845   1.763   1.646   1.563   1.513   1.496   1.534 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.70 %)
             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    6.47   13.60   20.73   27.87   35.00
 
Prestress
Precast-top   -0.107  -0.466  -0.466  -0.466  -0.466  -0.466  -0.466  -0.466
Bottom         0.394   1.708   1.708   1.708   1.708   1.708   1.708   1.708
 
Self wt.
Precast-top   -0.000   0.064   0.080   0.166   0.310   0.413   0.475   0.495
Bottom        -0.000  -0.052  -0.065  -0.134  -0.251  -0.334  -0.384  -0.401
 
DL-Prec (DC)
Precast-top   -0.000   0.009   0.012   0.024   0.045   0.060   0.069   0.072
Bottom        -0.000  -0.007  -0.009  -0.019  -0.036  -0.048  -0.056  -0.058
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.005   0.007   0.008
Bottom        -0.000  -0.000  -0.001  -0.001  -0.003  -0.004  -0.005  -0.007
 
Deck + Haunch
Precast-top   -0.000   0.069   0.087   0.181   0.337   0.449   0.516   0.538
Bottom        -0.000  -0.056  -0.071  -0.146  -0.273  -0.363  -0.417  -0.435
 
DL-Comp (DC)
Precast-top   -0.000   0.004   0.005   0.011   0.020   0.026   0.030   0.031
Bottom        -0.000  -0.013  -0.016  -0.033  -0.061  -0.081  -0.093  -0.097
 
DL-Comp (DW)
Precast-top   -0.000   0.002   0.003   0.006   0.011   0.014   0.017   0.017
Bottom        -0.000  -0.007  -0.009  -0.018  -0.034  -0.045  -0.051  -0.054
 
LL+I(+)
Precast-top   -0.000   0.034   0.043   0.088   0.162   0.211   0.239   0.246
Bottom        -0.000  -0.106  -0.133  -0.272  -0.500  -0.652  -0.742  -0.761
 
Final 1 (P/S + DL + LL)
Precast-top   -0.107  -0.283  -0.235   0.010   0.421   0.712   0.886   0.942 
Bottom         0.394   1.467   1.405   1.084   0.551   0.180  -0.041  -0.105 
 
Final 2 (P/S + DL)
Precast-top   -0.107  -0.317  -0.278  -0.078   0.260   0.501   0.647   0.696 
Bottom         0.394   1.573   1.538   1.356   1.051   0.832   0.701   0.656 
 

 
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    7.13   14.27   21.40   28.53   35.67   24.97
 
Beam-Self
Precast-top    0.083   0.185   0.329   0.432   0.494   0.514   0.468 
Bottom        -0.067  -0.150  -0.266  -0.350  -0.400  -0.416  -0.379 
 
Prestress
Precast-top   -0.522  -0.522  -0.522  -0.522  -0.522  -0.522  -0.522 
Bottom         1.913   1.913   1.913   1.913   1.913   1.913   1.913 
 
Total
Precast-top   -0.439  -0.337  -0.193  -0.090  -0.028  -0.008  -0.054 
Bottom         1.845   1.763   1.646   1.563   1.513   1.496   1.534 
 
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 = 10.70 %)
             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    6.47   13.60   20.73   27.87   35.00
 
Prestress
Precast-top   -0.107  -0.466  -0.466  -0.466  -0.466  -0.466  -0.466  -0.466
Bottom         0.394   1.708   1.708   1.708   1.708   1.708   1.708   1.708
 
Self wt.
Precast-top   -0.000   0.064   0.080   0.166   0.310   0.413   0.475   0.495
Bottom        -0.000  -0.052  -0.065  -0.134  -0.251  -0.334  -0.384  -0.401
 
DL-Prec (DC)
Precast-top   -0.000   0.009   0.012   0.024   0.045   0.060   0.069   0.072
Bottom        -0.000  -0.007  -0.009  -0.019  -0.036  -0.048  -0.056  -0.058
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.005   0.007   0.008
Bottom        -0.000  -0.000  -0.001  -0.001  -0.003  -0.004  -0.005  -0.007
 
Deck + Haunch
Precast-top   -0.000   0.069   0.087   0.181   0.337   0.449   0.516   0.538
Bottom        -0.000  -0.056  -0.071  -0.146  -0.273  -0.363  -0.417  -0.435
 
DL-Comp (DC)
Precast-top   -0.000   0.004   0.005   0.011   0.020   0.026   0.030   0.031
Bottom        -0.000  -0.013  -0.016  -0.033  -0.061  -0.081  -0.093  -0.097
 
DL-Comp (DW)
Precast-top   -0.000   0.002   0.003   0.006   0.011   0.014   0.017   0.017
Bottom        -0.000  -0.007  -0.009  -0.018  -0.034  -0.045  -0.051  -0.054
 
LL+I(+)
Precast-top   -0.000   0.027   0.034   0.070   0.129   0.168   0.192   0.197
Bottom        -0.000  -0.084  -0.106  -0.218  -0.400  -0.522  -0.593  -0.609
 
Final 1 (P/S + DL + LL)
Precast-top   -0.107  -0.290  -0.244  -0.007   0.389   0.670   0.838   0.893 
Bottom         0.394   1.488   1.431   1.138   0.651   0.311   0.107   0.047 
 

 
 
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    6.47   13.60   20.73   27.87   35.00
F_LL+I(+)
Precast-top   -0.000   0.024   0.031   0.062   0.110   0.142   0.157   0.150
Bottom        -0.000  -0.075  -0.095  -0.191  -0.339  -0.439  -0.485  -0.465
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Precast-top   -0.054  -0.134  -0.109   0.023   0.239   0.392   0.480   0.498 
Bottom         0.197   0.711   0.674   0.487   0.186  -0.023  -0.135  -0.137 
 

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
    309.7    6.5   67.7    0.505   0.0   6.00e-3 50.0    317.0     1.118    1.760      0.14
      0.0    0.4   67.6     41.9 0.157      27.1 0.87    12.00     0.092    1.529 
Transfer:   3.00
    293.1    6.5   67.7    2.278   0.0   2.40e-3 37.4    272.9     0.623    1.760      0.00
    586.1    1.6   66.9    189.0 0.150      52.8 1.72    12.00     0.092    1.670 
Critical:   6.23
    270.1    6.5   67.7    2.708   0.0   0.37e-3 30.3    184.7     0.323    1.760      0.00
   1304.3    1.9   66.8    189.0 0.138     115.4 3.76    12.00     0.092    1.808 
0.1L    :   7.13
    263.8    6.5   67.7    2.826   0.0  -0.00e-3 29.0    145.8     0.242    1.625      0.00
   1498.6    2.0   66.7    189.0 0.135     147.2 4.80    12.00     0.092    1.851 
0.2L    :  14.27
    216.3    6.5   67.7    3.472   0.0   0.47e-3 30.7    131.9     0.235    0.496      0.00
   2697.4    2.5   66.5    189.0 0.111     108.4 3.55    24.00     0.092    1.609 
0.3L    :  21.40
    169.9    6.5   67.7    3.472   0.0   1.47e-3 34.1    118.9     0.242    0.413      0.00
   3500.1    2.5   66.5    189.0 0.087      69.9 2.29    24.00     0.092    1.444 
0.4L    :  28.53
    124.4    6.5   67.7    3.472   0.0   1.74e-3 35.1     74.5     0.157    0.413      0.00
   3900.2    2.5   66.5    189.0 0.064      63.7 2.09    24.00     0.092    1.877 
0.5L    :  35.67
     79.8    6.5   67.7    3.472   0.0   1.31e-3 33.6     14.5     0.092    0.413      0.00
   3911.7    2.5   66.5    189.0 0.041      74.1 2.43    24.00     0.092    3.173 
0.6L    :  42.80
    124.4    6.5   67.7    3.472   0.0   1.74e-3 35.1     74.5     0.157    0.413      0.00
   3900.2    2.5   66.5    189.0 0.064      63.7 2.09    24.00     0.092    1.877 
0.7L    :  49.93
    169.9    6.5   67.7    3.472   0.0   1.47e-3 34.1    118.9     0.242    0.413      0.00
   3500.1    2.5   66.5    189.0 0.087      69.9 2.29    24.00     0.092    1.444 
0.8L    :  57.06
    216.3    6.5   67.7    3.472   0.0   0.47e-3 30.7    131.9     0.235    0.496      0.00
   2697.4    2.5   66.5    189.0 0.111     108.4 3.55    24.00     0.092    1.609 
0.9L    :  64.20
    263.8    6.5   67.7    2.826   0.0  -0.00e-3 29.0    145.8     0.242    1.625      0.00
   1498.6    2.0   66.7    189.0 0.135     147.2 4.80    12.00     0.092    1.851 
Critical:  65.10
    270.1    6.5   67.7    2.708   0.0   0.37e-3 30.3    184.7     0.323    1.760      0.00
   1304.3    1.9   66.8    189.0 0.138     115.4 3.76    12.00     0.092    1.808 
Transfer:  68.33
    293.1    6.5   67.7    2.278   0.0   2.40e-3 37.4    272.9     0.623    1.760      0.00
    586.1    1.6   66.9    189.0 0.150      52.8 1.72    12.00     0.092    1.670 
Bearing :  70.67
    309.7    6.5   67.7    0.505   0.0   6.00e-3 50.0    317.0     1.118    1.760      0.14
      0.0    0.4   67.6     41.9 0.157      27.1 0.87    12.00     0.092    1.529 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  680.58
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    1.36
 
 
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
    309.7      5.09     67.75    0.36       67.57    24.00      0.300      0.948      0.000      0.000*
Transfer:      2.33
    293.1      4.87     67.75    1.62       66.94    24.00      0.300      0.872      0.000      1.760 
Critical:      5.57
    270.2      4.49     67.75    1.92       66.79    24.00      0.300      0.748      0.000      1.760 
0.1L    :      6.47
    263.8      4.39     67.75    2.00       66.75    24.00      0.300      0.714      0.000      1.625 
0.2L    :     13.60
    216.3      3.61     67.75    2.45       66.52    24.00      0.300      0.454      0.000      0.496 
0.3L    :     20.73
    169.9      2.84     67.75    2.45       66.52    24.00      0.300      0.196      0.000      0.413 
0.4L    :     27.87
    124.4      2.08     67.75    2.45       66.52    24.00      0.300      0.000      0.000      0.413 
0.5L    :     35.00
     79.8      1.33     67.75    2.45       66.52    24.00      0.300      0.000      0.000      0.413 
0.6L    :     42.13
    124.4      2.08     67.75    2.45       66.52    24.00      0.300      0.000      0.000      0.413 
0.7L    :     49.27
    169.9      2.84     67.75    2.45       66.52    24.00      0.300      0.196      0.000      0.413 
0.8L    :     56.40
    216.3      3.61     67.75    2.45       66.52    24.00      0.300      0.454      0.000      0.496 
0.9L    :     63.53
    263.8      4.39     67.75    2.00       66.75    24.00      0.300      0.714      0.000      1.625 
Critical:     64.43
    270.2      4.49     67.75    1.92       66.79    24.00      0.300      0.748      0.000      1.760 
Transfer:     67.67
    293.1      4.87     67.75    1.62       66.94    24.00      0.300      0.872      0.000      1.760 
Bearing :     70.00
    309.7      5.09     67.75    0.36       67.57    24.00      0.300      0.948      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.47 ft
Prestress      :       0.285  1.80      0.514  2.20      0.628
Self Wt.       :      -0.080  1.85     -0.148  2.40     -0.192
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          :       0.206            0.366            0.436
 
At 0.2 x L = 13.60 ft
Prestress      :       0.509  1.80      0.916  2.20      1.119
Self Wt.       :      -0.151  1.85     -0.279  2.40     -0.362
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          :       0.358            0.637            0.757
 
At 0.3 x L = 20.73 ft
Prestress      :       0.668  1.80      1.203  2.20      1.471
Self Wt.       :      -0.207  1.85     -0.382  2.40     -0.496
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          :       0.462            0.821            0.975
 
At 0.4 x L = 27.87 ft
Prestress      :       0.764  1.80      1.376  2.20      1.681
Self Wt.       :      -0.242  1.85     -0.448  2.40     -0.581
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          :       0.522            0.928            1.100
 
At 0.5 x L = 35.00 ft
Prestress      :       0.796  1.80      1.433  2.20      1.751
Self Wt.       :      -0.254  1.85     -0.470  2.40     -0.610
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          :       0.542            0.963            1.141
 
At 0.6 x L = 42.13 ft
Prestress      :       0.764  1.80      1.376  2.20      1.681
Self Wt.       :      -0.242  1.85     -0.448  2.40     -0.581
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          :       0.522            0.928            1.100
 
At 0.7 x L = 49.27 ft
Prestress      :       0.668  1.80      1.203  2.20      1.471
Self Wt.       :      -0.207  1.85     -0.382  2.40     -0.496
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          :       0.462            0.821            0.975
 
At 0.8 x L = 56.40 ft
Prestress      :       0.509  1.80      0.916  2.20      1.119
Self Wt.       :      -0.151  1.85     -0.279  2.40     -0.362
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          :       0.358            0.637            0.757
 
At 0.9 x L = 63.53 ft
Prestress      :       0.285  1.80      0.514  2.20      0.628
Self Wt.       :      -0.080  1.85     -0.148  2.40     -0.192
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          :       0.206            0.366            0.436
 

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
   578.8    67.7  2.278  267.9    1.9   1.62   3404.4  0.106T 1.00       -       -     -     -  
H/2     :   2.97
   728.5    67.7  2.362  267.8    2.0   1.68   3527.3  0.102T 1.00       -       -     -     -  
0.1L    :   6.47
  1498.6    67.7  2.826  267.4    2.4   2.00   4202.8  0.085T 1.00       -       -     -     -  
0.2L    :  13.60
  2771.3    67.7  3.472  266.8    2.9   2.45   5134.8  0.069T 1.00   4776.9  3685.8    1.07    -  
0.3L    :  20.73
  3645.6    67.7  3.472  266.8    2.9   2.45   5134.8  0.069T 1.00   4668.6  4668.6    1.10    -  
0.4L    :  27.87
  4165.9    67.7  3.472  266.8    2.9   2.45   5134.8  0.069T 1.00   4603.3  4603.3    1.12    -  
0.5L    :  35.00
  4307.9    67.7  3.472  266.8    2.9   2.45   5134.8  0.069T 1.00   4581.0  4581.0    1.12    -  
0.6L    :  42.13
  4165.9    67.7  3.472  266.8    2.9   2.45   5134.8  0.069T 1.00   4603.3  4603.3    1.12    -  
0.7L    :  49.27
  3645.6    67.7  3.472  266.8    2.9   2.45   5134.8  0.069T 1.00   4668.6  4668.6    1.10    -  
0.8L    :  56.40
  2771.3    67.7  3.472  266.8    2.9   2.45   5134.8  0.069T 1.00   4776.9  3685.8    1.07    -  
0.9L    :  63.53
  1498.6    67.7  2.826  267.4    2.4   2.00   4202.8  0.085T 1.00       -       -     -     -  
H/2     :  67.03
   728.5    67.7  2.362  267.8    2.0   1.68   3527.3  0.102T 1.00       -       -     -     -  
Transfer:  67.67
   578.8    67.7  2.278  267.9    1.9   1.62   3404.4  0.106T 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 1-8; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.008
        M   2.00 Fb     0.180
 
  2   2 E   6.00 Ft    -0.041
        M   6.00 Fb     0.405
 
  3   2 E   6.00 Ft    -0.089
        M   6.00 Fb     0.631
 
  4   2 E   6.00 Ft    -0.137
        M   6.00 Fb     0.856
 
  5   2 E   2.00 Ft    -0.213
        M   2.00 Fb     1.103
 
  6   2 E   2.00 Ft    -0.288
        M   2.00 Fb     1.351
 
  7   2 E   2.00 Ft    -0.364
        M   2.00 Fb     1.598
 
  8   2 E   2.00 Ft    -0.439
        M   2.00 Fb     1.845
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 71.33            Release Length, ft: 71.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  16
No. of strands, Draped:   0           No. of strands, Straight:  16
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.42 %               Final losses: 11.50 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             2.925       1.845     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.439     Trans  
      Precast Top w/ reinf. (tension)      -0.509           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.193   0.2L/0.8L
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5134.75     4307.90     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
    Pre.Top:   3.000   0.942     Midspan    2.250   0.696     Midspan
    Pre.Bot:   3.000   1.467    Transfer    2.250   1.573    Transfer
  Service III Limit State - Tensile Stresses Only
    Pre.Top:  -0.425  -0.290    Transfer
    Pre.Bot:  -0.425   0.047     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.498     Midspan
    Pre.Bot:                                                             2.000   0.711    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.796  1.80      1.433  2.20      1.751
Self Wt.       :      -0.254  1.85     -0.470  2.40     -0.610
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          :       0.542            0.963            1.141
 
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   70.00
     DC  Line       0.076      0.00       0.076   70.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    35.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 71.330 ft
Release length = 71.330 ft
Design  length = 70.000 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)  : 0.819   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.887   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.977   (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           1525.2 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           990790 in4#
Ht. of c.g.           =        28.75 in             46.88 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 = 0.9290

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97     6.47    13.60    20.73    27.87    35.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    811.6    826.2    826.2    826.2    826.2    826.2    826.2    826.2
  Yb      ,  in    28.62    28.17    28.17    28.17    28.17    28.17    28.17    28.17
  MI(Ixx) , in4   425439   434527   434527   434527   434527   434527   434527   434527
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1529.2   1543.3   1543.3   1543.3   1543.3   1543.3   1543.3   1543.3
  Yb      ,  in    46.77    46.38    46.38    46.38    46.38    46.38    46.38    46.38
  MI(Ixx) , in4   998312  1024415  1024415  1024415  1024415  1024415  1024415  1024415

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
 Outer  15.00 %:
  Max tens           =      -0.51 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 Center  70.00 %:
  Max tens           =      -0.51 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.50 in):
    10 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.47 in2      Initial Pull          =      680.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.973 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.966 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.159 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)       
-------------------------------------------------------------------------------------
      1141.280         740 844.547     14.813 59991.633  1042.171     451.514        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     10.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1670     14.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      14.1670     19.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      19.1670     52.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      52.1631     57.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      57.1631     61.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      61.1631     64.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      64.1631     64.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      64.7050     70.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00      70.2050     70.7050     No
      2      US#6[M19]       60.00        0.88       6.00      70.7050     71.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50      71.2050     71.3300     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 71.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.4720 in2       Ycg =  3.50 in
         P_init    =      680.6 kips  Ecc = 25.25 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.66 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.347 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.39 ksi    0.00 ksi
    due to Composite Loads                                 -0.88 ksi    0.00 ksi
    due to Live Loads                                      -3.46 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         7.66 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.66 ksi  ( 4.42 %)            14.24 ksi ( 7.26 %)
Total Prestress Losses                                    22.90 ksi (11.68 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.1 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    66.4    83.7   172.8   322.6   429.6   493.7   515.1
(Max)       V      29.4    27.5    26.9    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0     8.8    11.1    22.8    42.6    56.8    65.3    68.1
DC(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    63.6    80.1   165.4   308.7   411.1   472.5   493.0
Haunch (Max)V      28.2    26.3    25.8    23.0    17.2    11.5     5.7     0.0
Diaphragm : M       0.0     0.3     0.4     0.8     1.7     2.6     3.5     4.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.4    29.5    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.5     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    16.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.2     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   192.5   242.1   496.7   912.4  1189.5  1352.9  1388.9
            V     102.9    98.1    96.8    89.5    75.7    61.9    44.0    30.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   102.9    98.1    96.8    89.5    76.4    63.7    51.5    39.8
            M       0.0   196.6   246.6   496.7   871.1  1108.1  1204.3  1167.3
Total     : M+      0.0   367.9   463.0   952.9  1764.2  2324.1  2657.5  2750.8
            V     180.6   170.6   167.9   152.9   123.3    93.7    59.9    30.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   180.6   170.6   167.9   152.9   123.9    95.5    67.5    39.9
            M       0.0   372.0   467.5   952.9  1722.8  2242.7  2508.9  2529.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.03   67.67   70.00
Self wt.  : M     493.7   429.6   322.6   172.8    83.7    66.4     0.0
(Max)       V       6.0    12.0    18.0    24.0    26.9    27.5    29.4
DL-Prec.  : M      65.3    56.8    42.6    22.8    11.1     8.8     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     472.5   411.1   308.7   165.4    80.1    63.6     0.0
Haunch (Max)V       5.7    11.5    17.2    23.0    25.8    26.3    28.2
Diaphragm : M       3.5     2.6     1.7     0.8     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     173.8   151.2   113.5    60.8    29.5    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.5     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.6    16.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.2     5.3     5.7
LL + I    : M+   1352.9  1189.5   912.4   496.7   242.1   192.5     0.0
            V      44.0    61.9    75.7    89.5    96.8    98.1   102.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    51.5    63.7    76.4    89.5    96.8    98.1   102.9
            M    1204.3  1108.1   871.1   496.7   246.6   196.6     0.0
Total     : M+   2657.5  2324.1  1764.2   952.9   463.0   367.9     0.0
            V      59.9    93.7   123.3   152.9   167.9   170.6   180.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    67.5    95.5   123.9   152.9   167.9   170.6   180.6
            M    2508.9  2242.7  1722.8   952.9   467.5   372.0     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.4             29.4
Deck+Haunch            28.2             28.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.9              3.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           51.8             51.8
DL-Comp.(DW)           28.6             28.6
Live                   84.8             84.8
        Truck          62.4             62.4
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    66.4    83.7   172.8   322.6   429.6   493.7   515.1
(Max)       V      29.4    27.5    26.9    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0     8.8    11.1    22.8    42.6    56.8    65.3    68.1
DC(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    63.6    80.1   165.4   308.7   411.1   472.5   493.0
Haunch (Max)V      28.2    26.3    25.8    23.0    17.2    11.5     5.7     0.0
Diaphragm : M       0.0     0.3     0.4     0.8     1.7     2.6     3.5     4.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.4    29.5    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.5     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    16.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.2     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   154.0   193.7   397.4   729.9   951.6  1082.3  1111.1
            V      82.4    78.5    77.4    71.6    60.6    49.5    35.2    24.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    82.4    78.5    77.4    71.6    61.1    51.0    41.2    31.8
            M       0.0   157.3   197.3   397.4   696.8   886.5   963.4   933.9
Total     : M+      0.0   329.4   414.6   853.6  1581.7  2086.2  2386.9  2473.0
            V     160.1   151.0   148.6   135.0   108.1    81.3    51.1    24.2
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   160.1   151.0   148.6   135.0   108.6    82.7    57.2    31.9
            M       0.0   332.6   418.2   853.6  1548.6  2021.1  2268.0  2295.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.03   67.67   70.00
Self wt.  : M     493.7   429.6   322.6   172.8    83.7    66.4     0.0
(Max)       V       6.0    12.0    18.0    24.0    26.9    27.5    29.4
DL-Prec.  : M      65.3    56.8    42.6    22.8    11.1     8.8     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     472.5   411.1   308.7   165.4    80.1    63.6     0.0
Haunch (Max)V       5.7    11.5    17.2    23.0    25.8    26.3    28.2
Diaphragm : M       3.5     2.6     1.7     0.8     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     173.8   151.2   113.5    60.8    29.5    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.5     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.6    16.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.2     5.3     5.7
LL + I    : M+   1082.3   951.6   729.9   397.4   193.7   154.0     0.0
            V      35.2    49.5    60.6    71.6    77.4    78.5    82.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    41.2    51.0    61.1    71.6    77.4    78.5    82.4
            M     963.4   886.5   696.8   397.4   197.3   157.3     0.0
Total     : M+   2386.9  2086.2  1581.7   853.6   414.6   329.4     0.0
            V      51.1    81.3   108.1   135.0   148.6   151.0   160.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    57.2    82.7   108.6   135.0   148.6   151.0   160.1
            M    2268.0  2021.1  1548.6   853.6   418.2   332.6     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    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    83.1   104.6   216.0   403.2   536.9   617.2   643.9
(Max)       V      36.8    34.3    33.7    30.0    22.5    15.0     7.5     0.0
Self wt.  : M       0.0    59.8    75.3   155.5   290.3   386.6   444.4   463.6
(Min)       V      26.5    24.7    24.2    21.6    16.2    10.8     5.4     0.0
DL-Prec.  : M       0.0    11.0    13.8    28.6    53.3    71.0    81.6    85.1
DC(Max)     V       4.9     4.5     4.5     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     7.9    10.0    20.6    38.4    51.1    58.7    61.3
DC(Min)     V       3.5     3.3     3.2     2.9     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    79.5   100.1   206.7   385.9   513.8   590.6   616.2
Haunch (Max)V      35.2    32.9    32.2    28.7    21.5    14.4     7.2     0.0
Deck +    : M       0.0    57.2    72.1   148.8   277.8   369.9   425.2   443.7
Haunch (Min)V      25.4    23.7    23.2    20.7    15.5    10.3     5.2     0.0
Diaphragm : M       0.0     0.4     0.5     1.0     2.1     3.2     4.4     5.5
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.7     1.5     2.3     3.1     3.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    29.2    36.8    76.0   141.9   189.0   217.2   226.6
DC(Max)     V      13.0    12.1    11.9    10.6     7.9     5.3     2.6     0.0
DL-Comp   : M       0.0    21.0    26.5    54.7   102.2   136.1   156.4   163.2
DC(Min)     V       9.3     8.7     8.5     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    19.4    24.4    50.3    94.0   125.1   143.8   150.1
DW(Max)     V       8.6     8.0     7.8     7.0     5.2     3.5     1.7     0.0
DL-Comp   : M       0.0     8.4    10.6    21.8    40.7    54.2    62.3    65.0
DW(Min)     V       3.7     3.5     3.4     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   336.8   423.8   869.3  1596.7  2081.6  2367.5  2430.6
            V     180.2   171.7   169.4   156.7   132.5   108.4    76.9    52.7
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   180.2   171.7   169.4   156.7   133.6   111.5    90.2    69.6
            M       0.0   344.0   431.5   869.3  1524.3  1939.3  2107.5  2042.8
Total     : M+      0.0   559.3   703.9  1447.9  2677.1  3520.7  4022.2  4158.0
            V     278.7   263.7   259.6   237.1   192.9   148.6    97.1    52.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   278.7   263.7   259.6   237.1   193.9   151.8   110.4    69.7
            M       0.0   566.5   711.7  1447.9  2604.7  3378.3  3762.2  3770.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.03   67.67   70.00
Self wt.  : M     617.2   536.9   403.2   216.0   104.6    83.1     0.0
(Max)       V       7.5    15.0    22.5    30.0    33.7    34.3    36.8
Self wt.  : M     444.4   386.6   290.3   155.5    75.3    59.8     0.0
(Min)       V       5.4    10.8    16.2    21.6    24.2    24.7    26.5
DL-Prec.  : M      81.6    71.0    53.3    28.6    13.8    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.5     4.5     4.9
DL-Prec.  : M      58.7    51.1    38.4    20.6    10.0     7.9     0.0
DC(Min)     V       0.7     1.4     2.1     2.9     3.2     3.3     3.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     590.6   513.8   385.9   206.7   100.1    79.5     0.0
Haunch (Max)V       7.2    14.4    21.5    28.7    32.2    32.9    35.2
Deck +    : M     425.2   369.9   277.8   148.8    72.1    57.2     0.0
Haunch (Min)V       5.2    10.3    15.5    20.7    23.2    23.7    25.4
Diaphragm : M       4.4     3.2     2.1     1.0     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.1     2.3     1.5     0.7     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     217.2   189.0   141.9    76.0    36.8    29.2     0.0
DC(Max)     V       2.6     5.3     7.9    10.6    11.9    12.1    13.0
DL-Comp   : M     156.4   136.1   102.2    54.7    26.5    21.0     0.0
DC(Min)     V       1.9     3.8     5.7     7.6     8.5     8.7     9.3
DL-Comp   : M     143.8   125.1    94.0    50.3    24.4    19.4     0.0
DW(Max)     V       1.7     3.5     5.2     7.0     7.8     8.0     8.6
DL-Comp   : M      62.3    54.2    40.7    21.8    10.6     8.4     0.0
DW(Min)     V       0.8     1.5     2.3     3.0     3.4     3.5     3.7
LL + I    : M+   2367.5  2081.6  1596.7   869.3   423.8   336.8     0.0
            V      76.9   108.4   132.5   156.7   169.4   171.7   180.2
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    90.2   111.5   133.6   156.7   169.4   171.7   180.2
            M    2107.5  1939.3  1524.3   869.3   431.5   344.0     0.0
Total     : M+   4022.2  3520.7  2677.1  1447.9   703.9   559.3     0.0
            V      97.1   148.6   192.9   237.1   259.6   263.7   278.7
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   110.4   151.8   193.9   237.1   259.6   263.7   278.7
            M    3762.2  3378.3  2604.7  1447.9   711.7   566.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.8             36.8
Deck+Haunch            35.2             35.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            4.9              4.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           64.8             64.8
DL-Comp.(DW)           42.9             42.9
Live                  148.4            148.4
        Truck         109.2            109.2
        Lane           39.2             39.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    66.4    83.7   172.8   322.6   429.6   493.7   515.1
(Max)       V      29.4    27.5    26.9    24.0    18.0    12.0     6.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     8.8    11.1    22.8    42.6    56.8    65.3    68.1
DC(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    63.6    80.1   165.4   308.7   411.1   472.5   493.0
Haunch (Max)V      28.2    26.3    25.8    23.0    17.2    11.5     5.7     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.4     0.8     1.7     2.6     3.5     4.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    23.4    29.5    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.5     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    12.9    16.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.2     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   188.8   237.0   479.6   850.9  1101.2  1216.1  1165.7
            V     104.7    99.6    98.2    90.5    76.4    59.5    45.4    31.7
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   104.7    99.6    98.2    90.5    76.4    62.2    48.5    36.2
            M       0.0   188.8   237.0   479.6   850.9  1056.8  1107.6  1036.9
Total     : M+      0.0   364.2   457.9   935.8  1702.7  2235.8  2520.8  2527.6
            V     182.4   172.1   169.3   153.9   123.9    91.3    61.3    31.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   182.4   172.1   169.3   153.9   123.9    94.0    64.5    36.3
            M       0.0   364.2   457.9   935.8  1702.7  2191.4  2412.2  2398.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.03   67.67   70.00
Self wt.  : M     493.7   429.6   322.6   172.8    83.7    66.4     0.0
(Max)       V       6.0    12.0    18.0    24.0    26.9    27.5    29.4
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      65.3    56.8    42.6    22.8    11.1     8.8     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     472.5   411.1   308.7   165.4    80.1    63.6     0.0
Haunch (Max)V       5.7    11.5    17.2    23.0    25.8    26.3    28.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       3.5     2.6     1.7     0.8     0.4     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     173.8   151.2   113.5    60.8    29.5    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.5     9.7    10.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      95.9    83.4    62.6    33.6    16.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.2     5.3     5.7
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1216.1  1101.2   850.9   479.6   237.0   188.8     0.0
            V      45.4    59.5    76.4    90.5    98.2    99.6   104.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    48.5    62.2    76.4    90.5    98.2    99.6   104.7
            M    1107.6  1056.8   850.9   479.6   237.0   188.8     0.0
Total     : M+   2520.8  2235.8  1702.7   935.8   457.9   364.2     0.0
            V      61.3    91.3   123.9   153.9   169.3   172.1   182.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    64.5    94.0   123.9   153.9   169.3   172.1   182.4
            M    2412.2  2191.4  1702.7   935.8   457.9   364.2     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    7.13   14.27   21.40   28.53   35.67   24.97
 
Beam-Self
Precast-top    0.083   0.185   0.329   0.432   0.494   0.514   0.468 
Bottom        -0.067  -0.150  -0.266  -0.350  -0.400  -0.416  -0.379 
 
Prestress
Precast-top   -0.522  -0.522  -0.522  -0.522  -0.522  -0.522  -0.522 
Bottom         1.913   1.913   1.913   1.913   1.913   1.913   1.913 
 
Total
Precast-top   -0.439  -0.337  -0.193  -0.090  -0.028  -0.008  -0.054 
Bottom         1.845   1.763   1.646   1.563   1.513   1.496   1.534 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.70 %)
             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    6.47   13.60   20.73   27.87   35.00
 
Prestress
Precast-top   -0.107  -0.466  -0.466  -0.466  -0.466  -0.466  -0.466  -0.466
Bottom         0.394   1.708   1.708   1.708   1.708   1.708   1.708   1.708
 
Self wt.
Precast-top   -0.000   0.064   0.080   0.166   0.310   0.413   0.475   0.495
Bottom        -0.000  -0.052  -0.065  -0.134  -0.251  -0.334  -0.384  -0.401
 
DL-Prec (DC)
Precast-top   -0.000   0.008   0.011   0.022   0.041   0.055   0.063   0.065
Bottom        -0.000  -0.007  -0.009  -0.018  -0.033  -0.044  -0.051  -0.053
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.002   0.003   0.004
Bottom        -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.003  -0.003
 
Deck + Haunch
Precast-top   -0.000   0.061   0.077   0.159   0.297   0.395   0.454   0.474
Bottom        -0.000  -0.049  -0.062  -0.129  -0.240  -0.320  -0.368  -0.384
 
DL-Comp (DC)
Precast-top   -0.000   0.005   0.006   0.012   0.022   0.029   0.034   0.035
Bottom        -0.000  -0.013  -0.016  -0.033  -0.062  -0.082  -0.094  -0.098
 
DL-Comp (DW)
Precast-top   -0.000   0.003   0.003   0.007   0.012   0.016   0.019   0.019
Bottom        -0.000  -0.007  -0.009  -0.018  -0.034  -0.045  -0.052  -0.054
 
LL+I(+)
Precast-top   -0.000   0.037   0.047   0.097   0.178   0.232   0.263   0.270
Bottom        -0.000  -0.105  -0.132  -0.270  -0.496  -0.646  -0.735  -0.755
 
Final 1 (P/S + DL + LL)
Precast-top   -0.107  -0.288  -0.242  -0.003   0.395   0.677   0.845   0.898 
Bottom         0.394   1.475   1.415   1.105   0.591   0.234   0.021  -0.040 
 
Final 2 (P/S + DL)
Precast-top   -0.107  -0.325  -0.289  -0.100   0.218   0.445   0.582   0.628 
Bottom         0.394   1.580   1.547   1.375   1.087   0.880   0.756   0.714 
 

 
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    7.13   14.27   21.40   28.53   35.67   24.97
 
Beam-Self
Precast-top    0.083   0.185   0.329   0.432   0.494   0.514   0.468 
Bottom        -0.067  -0.150  -0.266  -0.350  -0.400  -0.416  -0.379 
 
Prestress
Precast-top   -0.522  -0.522  -0.522  -0.522  -0.522  -0.522  -0.522 
Bottom         1.913   1.913   1.913   1.913   1.913   1.913   1.913 
 
Total
Precast-top   -0.439  -0.337  -0.193  -0.090  -0.028  -0.008  -0.054 
Bottom         1.845   1.763   1.646   1.563   1.513   1.496   1.534 
 
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 = 10.70 %)
             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    6.47   13.60   20.73   27.87   35.00
 
Prestress
Precast-top   -0.107  -0.466  -0.466  -0.466  -0.466  -0.466  -0.466  -0.466
Bottom         0.394   1.708   1.708   1.708   1.708   1.708   1.708   1.708
 
Self wt.
Precast-top   -0.000   0.064   0.080   0.166   0.310   0.413   0.475   0.495
Bottom        -0.000  -0.052  -0.065  -0.134  -0.251  -0.334  -0.384  -0.401
 
DL-Prec (DC)
Precast-top   -0.000   0.008   0.011   0.022   0.041   0.055   0.063   0.065
Bottom        -0.000  -0.007  -0.009  -0.018  -0.033  -0.044  -0.051  -0.053
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.002   0.003   0.004
Bottom        -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.003  -0.003
 
Deck + Haunch
Precast-top   -0.000   0.061   0.077   0.159   0.297   0.395   0.454   0.474
Bottom        -0.000  -0.049  -0.062  -0.129  -0.240  -0.320  -0.368  -0.384
 
DL-Comp (DC)
Precast-top   -0.000   0.005   0.006   0.012   0.022   0.029   0.034   0.035
Bottom        -0.000  -0.013  -0.016  -0.033  -0.062  -0.082  -0.094  -0.098
 
DL-Comp (DW)
Precast-top   -0.000   0.003   0.003   0.007   0.012   0.016   0.019   0.019
Bottom        -0.000  -0.007  -0.009  -0.018  -0.034  -0.045  -0.052  -0.054
 
LL+I(+)
Precast-top   -0.000   0.030   0.038   0.077   0.142   0.185   0.211   0.216
Bottom        -0.000  -0.084  -0.105  -0.216  -0.397  -0.517  -0.588  -0.604
 
Final 1 (P/S + DL + LL)
Precast-top   -0.107  -0.295  -0.251  -0.023   0.360   0.630   0.792   0.844 
Bottom         0.394   1.496   1.442   1.159   0.690   0.363   0.168   0.111 
 

 
 
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    6.47   13.60   20.73   27.87   35.00
F_LL+I(+)
Precast-top   -0.000   0.037   0.046   0.093   0.166   0.214   0.237   0.227
Bottom        -0.000  -0.103  -0.129  -0.261  -0.462  -0.598  -0.661  -0.633
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Precast-top   -0.054  -0.126  -0.098   0.043   0.275   0.437   0.528   0.541 
Bottom         0.197   0.687   0.645   0.427   0.081  -0.158  -0.283  -0.276 
 

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
    278.7    6.5   67.7    0.506   0.0   6.00e-3 50.0    282.6     0.997    1.760      0.00
      0.0    0.4   67.5     41.9 0.141      27.1 0.87    12.00     0.092    1.698 
Transfer:   3.00
    263.7    6.5   67.7    2.282   0.0   1.48e-3 34.2    223.1     0.453    1.760      0.00
    566.5    1.8   66.8    189.0 0.135      69.9 2.28    12.00     0.092    1.853 
Critical:   6.22
    242.9    6.5   67.7    2.711   0.0  -0.01e-3 29.0    122.0     0.203    1.760      0.00
   1258.2    2.2   66.7    189.0 0.125     147.8 4.83    24.00     0.092    2.007 
0.1L    :   7.13
    237.1    6.5   67.7    2.830   0.0  -0.01e-3 29.0    115.4     0.192    1.625      0.00
   1447.9    2.3   66.6    189.0 0.122     148.0 4.84    24.00     0.092    2.055 
0.2L    :  14.27
    193.9    6.5   67.7    3.472   0.0   0.09e-3 29.3     78.3     0.133    0.496      0.00
   2604.7    2.8   66.4    189.0 0.100     137.2 4.50    24.00     0.092    1.997 
0.3L    :  21.40
    151.8    6.5   67.7    3.472   0.0   1.08e-3 32.8     87.7     0.170    0.413      0.00
   3378.3    2.8   66.4    189.0 0.078      81.0 2.66    24.00     0.092    1.743 
0.4L    :  28.53
    110.4    6.5   67.7    3.472   0.0   1.36e-3 33.8     50.2     0.101    0.413      0.00
   3762.2    2.8   66.4    189.0 0.057      72.4 2.38    24.00     0.092    2.264 
0.5L    :  35.67
     69.7    6.5   67.7    3.472   0.0   0.96e-3 32.4      0.0     0.092    0.413      0.00
   3770.2    2.8   66.4    189.0 0.036      84.9 2.79    24.00     0.092    3.887 
0.6L    :  42.80
    110.4    6.5   67.7    3.472   0.0   1.36e-3 33.8     50.2     0.101    0.413      0.00
   3762.2    2.8   66.4    189.0 0.057      72.4 2.38    24.00     0.092    2.264 
0.7L    :  49.93
    151.8    6.5   67.7    3.472   0.0   1.08e-3 32.8     87.7     0.170    0.413      0.00
   3378.3    2.8   66.4    189.0 0.078      81.0 2.66    24.00     0.092    1.743 
0.8L    :  57.06
    193.9    6.5   67.7    3.472   0.0   0.09e-3 29.3     78.3     0.133    0.496      0.00
   2604.7    2.8   66.4    189.0 0.100     137.2 4.50    24.00     0.092    1.997 
0.9L    :  64.20
    237.1    6.5   67.7    2.830   0.0  -0.01e-3 29.0    115.4     0.192    1.625      0.00
   1447.9    2.3   66.6    189.0 0.122     148.0 4.84    24.00     0.092    2.055 
Critical:  65.11
    242.9    6.5   67.7    2.711   0.0  -0.01e-3 29.0    122.0     0.203    1.760      0.00
   1258.2    2.2   66.7    189.0 0.125     147.8 4.83    24.00     0.092    2.007 
Transfer:  68.33
    263.7    6.5   67.7    2.282   0.0   1.48e-3 34.2    223.1     0.453    1.760      0.00
    566.5    1.8   66.8    189.0 0.135      69.9 2.28    12.00     0.092    1.853 
Bearing :  70.67
    278.7    6.5   67.7    0.506   0.0   6.00e-3 50.0    282.6     0.997    1.760      0.00
      0.0    0.4   67.5     41.9 0.141      27.1 0.87    12.00     0.092    1.698 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  680.58
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    1.36
 
 
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
    278.7      4.58     67.75    0.41       67.54    24.00      0.300      0.778      0.000      0.000*
Transfer:      2.33
    263.7      4.38     67.75    1.84       66.83    24.00      0.300      0.711      0.000      1.760 
Critical:      5.55
    243.0      4.05     67.75    2.18       66.66    24.00      0.300      0.600      0.000      1.760 
0.1L    :      6.47
    237.1      3.95     67.75    2.28       66.61    24.00      0.300      0.568      0.000      1.625 
0.2L    :     13.60
    193.9      3.25     67.75    2.79       66.36    24.00      0.300      0.333      0.000      0.496 
0.3L    :     20.73
    151.8      2.54     67.75    2.79       66.36    24.00      0.300      0.097      0.000      0.413 
0.4L    :     27.87
    110.4      1.85     67.75    2.79       66.36    24.00      0.300      0.000      0.000      0.413 
0.5L    :     35.00
     69.7      1.17     67.75    2.79       66.36    24.00      0.300      0.000      0.000      0.413 
0.6L    :     42.13
    110.4      1.85     67.75    2.79       66.36    24.00      0.300      0.000      0.000      0.413 
0.7L    :     49.27
    151.8      2.54     67.75    2.79       66.36    24.00      0.300      0.097      0.000      0.413 
0.8L    :     56.40
    193.9      3.25     67.75    2.79       66.36    24.00      0.300      0.333      0.000      0.496 
0.9L    :     63.53
    237.1      3.95     67.75    2.28       66.61    24.00      0.300      0.568      0.000      1.625 
Critical:     64.45
    243.0      4.05     67.75    2.18       66.66    24.00      0.300      0.600      0.000      1.760 
Transfer:     67.67
    263.7      4.38     67.75    1.84       66.83    24.00      0.300      0.711      0.000      1.760 
Bearing :     70.00
    278.7      4.58     67.75    0.41       67.54    24.00      0.300      0.778      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.47 ft
Prestress      :       0.285  1.80      0.514  2.20      0.628
Self Wt.       :      -0.080  1.85     -0.148  2.40     -0.192
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          :       0.206            0.366            0.436
 
At 0.2 x L = 13.60 ft
Prestress      :       0.509  1.80      0.916  2.20      1.119
Self Wt.       :      -0.151  1.85     -0.279  2.40     -0.362
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          :       0.358            0.637            0.757
 
At 0.3 x L = 20.73 ft
Prestress      :       0.668  1.80      1.203  2.20      1.471
Self Wt.       :      -0.207  1.85     -0.382  2.40     -0.496
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          :       0.462            0.821            0.975
 
At 0.4 x L = 27.87 ft
Prestress      :       0.764  1.80      1.376  2.20      1.681
Self Wt.       :      -0.242  1.85     -0.448  2.40     -0.581
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          :       0.522            0.928            1.100
 
At 0.5 x L = 35.00 ft
Prestress      :       0.796  1.80      1.433  2.20      1.751
Self Wt.       :      -0.254  1.85     -0.470  2.40     -0.610
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          :       0.542            0.963            1.141
 
At 0.6 x L = 42.13 ft
Prestress      :       0.764  1.80      1.376  2.20      1.681
Self Wt.       :      -0.242  1.85     -0.448  2.40     -0.581
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          :       0.522            0.928            1.100
 
At 0.7 x L = 49.27 ft
Prestress      :       0.668  1.80      1.203  2.20      1.471
Self Wt.       :      -0.207  1.85     -0.382  2.40     -0.496
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          :       0.462            0.821            0.975
 
At 0.8 x L = 56.40 ft
Prestress      :       0.509  1.80      0.916  2.20      1.119
Self Wt.       :      -0.151  1.85     -0.279  2.40     -0.362
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          :       0.358            0.637            0.757
 
At 0.9 x L = 63.53 ft
Prestress      :       0.285  1.80      0.514  2.20      0.628
Self Wt.       :      -0.080  1.85     -0.148  2.40     -0.192
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          :       0.206            0.366            0.436
 

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
   559.3    67.7  2.282  267.6    2.2   1.84   3400.5  0.093T 1.00       -       -     -     -  
H/2     :   2.97
   703.9    67.7  2.366  267.5    2.2   1.91   3522.8  0.089T 1.00       -       -     -     -  
0.1L    :   6.47
  1447.9    67.7  2.830  267.0    2.7   2.28   4194.5  0.074T 1.00       -       -     -     -  
0.2L    :  13.60
  2677.1    67.7  3.472  266.3    3.3   2.79   5113.4  0.060T 1.00   4746.8  3560.5    1.08    -  
0.3L    :  20.73
  3520.7    67.7  3.472  266.3    3.3   2.79   5113.4  0.060T 1.00   4649.8  4649.8    1.10    -  
0.4L    :  27.87
  4022.2    67.7  3.472  266.3    3.3   2.79   5113.4  0.060T 1.00   4591.5  4591.5    1.11    -  
0.5L    :  35.00
  4158.0    67.7  3.472  266.3    3.3   2.79   5113.4  0.060T 1.00   4571.8  4571.8    1.12    -  
0.6L    :  42.13
  4022.2    67.7  3.472  266.3    3.3   2.79   5113.4  0.060T 1.00   4591.5  4591.5    1.11    -  
0.7L    :  49.27
  3520.7    67.7  3.472  266.3    3.3   2.79   5113.4  0.060T 1.00   4649.8  4649.8    1.10    -  
0.8L    :  56.40
  2677.1    67.7  3.472  266.3    3.3   2.79   5113.4  0.060T 1.00   4746.8  3560.5    1.08    -  
0.9L    :  63.53
  1447.9    67.7  2.830  267.0    2.7   2.28   4194.5  0.074T 1.00       -       -     -     -  
H/2     :  67.03
   703.9    67.7  2.366  267.5    2.2   1.91   3522.8  0.089T 1.00       -       -     -     -  
Transfer:  67.67
   559.3    67.7  2.282  267.6    2.2   1.84   3400.5  0.093T 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 1-8; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.008
        M   2.00 Fb     0.180
 
  2   2 E   6.00 Ft    -0.041
        M   6.00 Fb     0.405
 
  3   2 E   6.00 Ft    -0.089
        M   6.00 Fb     0.631
 
  4   2 E   6.00 Ft    -0.137
        M   6.00 Fb     0.856
 
  5   2 E   2.00 Ft    -0.213
        M   2.00 Fb     1.103
 
  6   2 E   2.00 Ft    -0.288
        M   2.00 Fb     1.351
 
  7   2 E   2.00 Ft    -0.364
        M   2.00 Fb     1.598
 
  8   2 E   2.00 Ft    -0.439
        M   2.00 Fb     1.845
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 71.33            Release Length, ft: 71.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  16
No. of strands, Draped:   0           No. of strands, Straight:  16
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.42 %               Final losses: 11.68 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             2.925       1.845     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.439     Trans  
      Precast Top w/ reinf. (tension)      -0.509           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.193   0.2L/0.8L
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  5113.37     4157.96     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
    Pre.Top:   3.000   0.898     Midspan    2.250   0.628     Midspan
    Pre.Bot:   3.000   1.475    Transfer    2.250   1.580    Transfer
  Service III Limit State - Tensile Stresses Only
    Pre.Top:  -0.425  -0.295    Transfer
    Pre.Bot:  -0.425   0.111     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.541     Midspan
    Pre.Bot:                                                             2.000   0.687    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.796  1.80      1.433  2.20      1.751
Self Wt.       :      -0.254  1.85     -0.470  2.40     -0.610
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          :       0.542            0.963            1.141
 
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

