 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTE65 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 65 feet, girder spacing is 9.25 feet, and deck overhang width is 3 feet 
                     and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) 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 3.25 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 4.5 ksi and 5 ksi, respectively.
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_e971.tmp\BTE65\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 =     66.330
Bearing-to-bearing, ft =     65.000
Release span      , ft =     66.330
 
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   65.00   Additional Haunch Load
   1    1    DC Line        0.076    0.00       0.076   65.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   65.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   65.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   65.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   65.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   65.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   65.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   65.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   65.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   32.500
   1    2        0.500   32.500
   1    3        0.500   32.500
   1    4        0.500   32.500
   1    5        0.250   32.500
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   65.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   65.00   Right Barrier Weight
   1    DC Line        0.052    0.00       0.052   65.00   Additional Overhang Load
   1    DW Area        0.020   40.00          -       -    Future Wearing Surface
 
TEMPERATURE LOADS
-----------------
 
LIVE LOADS
----------
Live load deflection: included.
ID: Design Lane (Type: Design Lane)
ID: Design Tandem (Type: Design Tandem)
ID: Design Truck (Type: Design Truck)
 
Pedestrian Load - NONE
 

ANALYSIS DATA:
--------------
ANALYSIS PARAMETERS DATA
------------------------
 
  Truck impact:       1.330 
  Lane  impact:       1.000 
  Strength II impact: 1.330 
  Fatigue impact:     1.150 
 
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
 
  Include sacrificial deck thick in ts:                     NO   
  Is Span Post-tensioned:                                   NO   
  Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO   
  ADTT (Average Daily Truck Traffic)    :                   5000 
  Percent of the specified force effect :                   1.00 
  Apply reduction of Moment for skew:                       NO   
 
NOTE: Beam specific dead and live load DFs are printed in beam level reports.
 
LOAD FACTORS: (Table 3.4.1-1 & 3.4.1-2)
---------------------------------------
 
               Live DC(max) DC(min) DW(max) DW(min) 
----------------------------------------------------
  Service I:   1.00    1.00    1.00    1.00    1.00 
  Service III: 0.80    1.00    1.00    1.00    1.00 
  Strength I:  1.75    1.25    0.90    1.50    0.65 
  Fatigue I:   1.75    -       -       -       -    
 
 
----------
 
  Ductility Factor:  1.00 
  Redundancy Factor: 1.00 
  Importance Factor: 1.00 
 
----------------------------------------------------------------------------------------------------


PROJECT PARAMETERS DATA:
------------------------
SPAN TO DEPTH RATIO (Table 2.5.2.6.3-1):
----------------------------------------
 
  Span Computed Allowable Status 
---------------------------------
     1    0.089     0.045 OK     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              4.50 ksi 
  Elasticity          4435.3 ksi 
  Max comp              2.93 ksi 
  Max tens             -0.19 ksi 
  Max tens,  w/reinf   -0.51 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      5.00 ksi    4.00 ksi 
  Elasticity 4592.23 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.00 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.25 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.42 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    4.50        5.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.14 in):
 
  10 @  2.000 in 4 @  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 16.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 16.6670 49.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 49.6631 52.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 52.1631 56.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 56.1631 59.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 59.1631 59.7051 Yes       
       2 US#6[M19]  60.0  0.88    6.00 59.7051 65.2051 Yes       
       2 US#6[M19]  60.0  0.88    6.00 65.2051 65.7051 No        
       2 US#6[M19]  60.0  0.88    6.00 65.7051 66.2051 Yes       
       2 US#6[M19]  60.0  0.88    1.50 66.2051 66.3301 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 66.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.14 in):
 
  10 @  2.000 in 4 @  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 16.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 16.6670 49.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 49.6631 52.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 52.1631 56.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 56.1631 59.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 59.1631 59.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 59.7050 65.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 65.2050 65.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 65.7050 66.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 66.2050 66.3300 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 66.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.14 in):
 
  10 @  2.000 in 4 @  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 16.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 16.6670 49.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 49.6631 52.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 52.1631 56.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 56.1631 59.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 59.1631 59.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 59.7050 65.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 65.2050 65.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 65.7050 66.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 66.2050 66.3300 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 66.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.14 in):
 
  10 @  2.000 in 4 @  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 16.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 16.6670 49.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 49.6631 52.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 52.1631 56.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 56.1631 59.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 59.1631 59.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 59.7050 65.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 65.2050 65.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 65.7050 66.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 66.2050 66.3300 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 66.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.14 in):
 
  10 @  2.000 in 4 @  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 16.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 16.6670 49.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 49.6631 52.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 52.1631 56.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 56.1631 59.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 59.1631 59.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 59.7050 65.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 65.2050 65.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 65.7050 66.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 66.2050 66.3300 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 66.3300       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   65.00
     DC  Line       0.076      0.00       0.076   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    32.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.330 ft
Release length = 66.330 ft
Design  length = 65.000 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)  : 0.836   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.883   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.973   (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     5.97    12.60    19.23    25.87    32.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    811.1    823.9    823.9    823.9    823.9    823.9    823.9    823.9
  Yb      ,  in    28.63    28.24    28.24    28.24    28.24    28.24    28.24    28.24
  MI(Ixx) , in4   425175   433382   433382   433382   433382   433382   433382   433382
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1528.7   1541.0   1541.0   1541.0   1541.0   1541.0   1541.0   1541.0
  Yb      ,  in    46.78    46.44    46.44    46.44    46.44    46.44    46.44    46.44
  MI(Ixx) , in4   997483  1020742  1020742  1020742  1020742  1020742  1020742  1020742

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.14 in):
    10 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.959 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.948 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.130 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)       
-------------------------------------------------------------------------------------
       928.620         740 687.179     13.774 55786.418   994.344     419.865        
 
 
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     16.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      16.6670     49.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      49.6631     52.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      52.1631     56.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      56.1631     59.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      59.1631     59.7051    Yes
      2      US#6[M19]       60.00        0.88       6.00      59.7051     65.2051    Yes
      2      US#6[M19]       60.00        0.88       6.00      65.2051     65.7051     No
      2      US#6[M19]       60.00        0.88       6.00      65.7051     66.2051    Yes
      2      US#6[M19]       60.00        0.88       1.50      66.2051     66.3301     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 66.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  3.14 in
         P_init    =      595.5 kips  Ecc = 25.61 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     7.81 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.216 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.10 ksi    0.00 ksi
    due to Composite Loads                                 -0.78 ksi    0.00 ksi
    due to Live Loads                                      -3.21 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         6.71 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  7.81 ksi  ( 3.99 %)            13.92 ksi ( 7.10 %)
Total Prestress Losses                                    21.73 ksi (11.09 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.3 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    61.5    77.4   148.2   277.7   370.2   425.7   444.2
(Max)       V      27.3    25.4    24.8    22.3    16.7    11.2     5.6     0.0
DL-Prec.  : M       0.0     8.1    10.2    19.6    36.7    48.9    56.3    58.7
DC(Max)     V       3.6     3.4     3.3     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    58.9    74.1   141.8   265.7   354.2   407.3   425.0
Haunch (Max)V      26.2    24.3    23.8    21.4    16.0    10.7     5.3     0.0
Diaphragm : M       0.0     0.3     0.4     0.7     1.6     2.4     3.2     4.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    22.4    28.2    54.0   101.2   134.9   155.1   161.8
DC(Max)     V      10.0     9.2     9.0     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    11.7    14.7    28.2    52.8    70.4    81.0    84.5
DW(Max)     V       5.2     4.8     4.7     4.2     3.2     2.1     1.1     0.0
LL + I    : M+      0.0   190.8   239.8   455.6   838.8  1092.2  1241.2  1272.1
            V     100.0    94.9    93.5    87.0    73.5    60.1    43.0    29.5
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   100.0    94.9    93.5    87.0    74.1    61.8    49.8    38.3
            M       0.0   194.5   243.7   455.6   802.4  1020.6  1107.0  1068.6
Total     : M+      0.0   353.7   444.9   848.0  1574.4  2073.2  2369.8  2450.4
            V     172.4   162.1   159.3   146.1   117.9    89.7    57.9    29.7
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   172.4   162.1   159.3   146.1   118.5    91.4    64.7    38.4
            M       0.0   357.4   448.8   848.0  1538.0  2001.6  2235.6  2246.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.03   62.67   65.00
Self wt.  : M     425.7   370.2   277.7   148.2    77.4    61.5     0.0
(Max)       V       5.6    11.2    16.7    22.3    24.8    25.4    27.3
DL-Prec.  : M      56.3    48.9    36.7    19.6    10.2     8.1     0.0
DC(Max)     V       0.7     1.5     2.2     2.9     3.3     3.4     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     407.3   354.2   265.7   141.8    74.1    58.9     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    23.8    24.3    26.2
Diaphragm : M       3.2     2.4     1.6     0.7     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     155.1   134.9   101.2    54.0    28.2    22.4     0.0
DC(Max)     V       2.0     4.1     6.1     8.1     9.0     9.2    10.0
DL-Comp   : M      81.0    70.4    52.8    28.2    14.7    11.7     0.0
DW(Max)     V       1.1     2.1     3.2     4.2     4.7     4.8     5.2
LL + I    : M+   1241.2  1092.2   838.8   455.6   239.8   190.8     0.0
            V      43.0    60.1    73.5    87.0    93.5    94.9   100.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    49.8    61.8    74.1    87.0    93.5    94.9   100.0
            M    1107.0  1020.6   802.4   455.6   243.7   194.5    -0.0
Total     : M+   2369.8  2073.2  1574.4   848.0   444.9   353.7     0.0
            V      57.9    89.7   117.9   146.1   159.3   162.1   172.4
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    64.7    91.4   118.5   146.1   159.3   162.1   172.4
            M    2235.6  2001.6  1538.0   848.0   448.8   357.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               27.3             27.3
Deck+Haunch            26.2             26.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.6              3.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           49.8             49.8
DL-Comp.(DW)           26.0             26.0
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    61.5    77.4   148.2   277.7   370.2   425.7   444.2
(Max)       V      27.3    25.4    24.8    22.3    16.7    11.2     5.6     0.0
DL-Prec.  : M       0.0     8.1    10.2    19.6    36.7    48.9    56.3    58.7
DC(Max)     V       3.6     3.4     3.3     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    58.9    74.1   141.8   265.7   354.2   407.3   425.0
Haunch (Max)V      26.2    24.3    23.8    21.4    16.0    10.7     5.3     0.0
Diaphragm : M       0.0     0.3     0.4     0.7     1.6     2.4     3.2     4.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    22.4    28.2    54.0   101.2   134.9   155.1   161.8
DC(Max)     V      10.0     9.2     9.0     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    11.7    14.7    28.2    52.8    70.4    81.0    84.5
DW(Max)     V       5.2     4.8     4.7     4.2     3.2     2.1     1.1     0.0
LL + I    : M+      0.0   152.6   191.8   364.5   671.0   873.8   993.0  1017.7
            V      80.0    75.9    74.8    69.6    58.8    48.1    34.4    23.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    80.0    75.9    74.8    69.6    59.3    49.4    39.8    30.6
            M       0.0   155.6   194.9   364.5   641.9   816.5   885.6   854.9
Total     : M+      0.0   315.6   396.9   756.9  1406.7  1854.8  2121.6  2196.0
            V     152.4   143.1   140.6   128.7   103.2    77.7    49.3    23.8
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   152.4   143.1   140.6   128.7   103.7    79.0    54.7    30.7
            M       0.0   318.5   400.0   756.9  1377.5  1797.5  2014.2  2033.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.03   62.67   65.00
Self wt.  : M     425.7   370.2   277.7   148.2    77.4    61.5     0.0
(Max)       V       5.6    11.2    16.7    22.3    24.8    25.4    27.3
DL-Prec.  : M      56.3    48.9    36.7    19.6    10.2     8.1     0.0
DC(Max)     V       0.7     1.5     2.2     2.9     3.3     3.4     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     407.3   354.2   265.7   141.8    74.1    58.9     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    23.8    24.3    26.2
Diaphragm : M       3.2     2.4     1.6     0.7     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     155.1   134.9   101.2    54.0    28.2    22.4     0.0
DC(Max)     V       2.0     4.1     6.1     8.1     9.0     9.2    10.0
DL-Comp   : M      81.0    70.4    52.8    28.2    14.7    11.7     0.0
DW(Max)     V       1.1     2.1     3.2     4.2     4.7     4.8     5.2
LL + I    : M+    993.0   873.8   671.0   364.5   191.8   152.6     0.0
            V      34.4    48.1    58.8    69.6    74.8    75.9    80.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    39.8    49.4    59.3    69.6    74.8    75.9    80.0
            M     885.6   816.5   641.9   364.5   194.9   155.6    -0.0
Total     : M+   2121.6  1854.8  1406.7   756.9   396.9   315.6     0.0
            V      49.3    77.7   103.2   128.7   140.6   143.1   152.4
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    54.7    79.0   103.7   128.7   140.6   143.1   152.4
            M    2014.2  1797.5  1377.5   756.9   400.0   318.5    -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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    76.9    96.8   185.2   347.1   462.7   532.1   555.2
(Max)       V      34.2    31.7    31.0    27.9    20.9    13.9     7.0     0.0
Self wt.  : M       0.0    55.4    69.7   133.3   249.9   333.2   383.1   399.8
(Min)       V      24.6    22.8    22.4    20.1    15.1    10.0     5.0     0.0
DL-Prec.  : M       0.0    10.2    12.8    24.5    45.9    61.2    70.3    73.4
DC(Max)     V       4.5     4.2     4.1     3.7     2.8     1.8     0.9     0.0
DL-Prec.  : M       0.0     7.3     9.2    17.6    33.0    44.0    50.6    52.8
DC(Min)     V       3.3     3.0     3.0     2.7     2.0     1.3     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    73.6    92.6   177.2   332.1   442.8   509.2   531.3
Haunch (Max)V      32.7    30.3    29.7    26.7    20.0    13.3     6.7     0.0
Deck +    : M       0.0    53.0    66.7   127.6   239.1   318.8   366.6   382.5
Haunch (Min)V      23.5    21.8    21.4    19.2    14.4     9.6     4.8     0.0
Diaphragm : M       0.0     0.4     0.5     0.9     2.0     3.0     4.0     5.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.7     1.4     2.2     2.9     3.7
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.0    35.3    67.5   126.4   168.6   193.8   202.3
DC(Max)     V      12.4    11.6    11.3    10.2     7.6     5.1     2.5     0.0
DL-Comp   : M       0.0    20.2    25.4    48.6    91.0   121.4   139.6   145.6
DC(Min)     V       9.0     8.3     8.1     7.3     5.5     3.7     1.8     0.0
DL-Comp   : M       0.0    17.6    22.1    42.3    79.2   105.6   121.5   126.8
DW(Max)     V       7.8     7.2     7.1     6.4     4.8     3.2     1.6     0.0
DL-Comp   : M       0.0     7.6     9.6    18.3    34.3    45.8    52.6    54.9
DW(Min)     V       3.4     3.1     3.1     2.8     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   333.9   419.6   797.4  1467.9  1911.4  2172.2  2226.2
            V     175.0   166.1   163.7   152.2   128.7   105.2    75.2    51.7
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   175.0   166.1   163.7   152.2   129.7   108.1    87.2    67.0
            M       0.0   340.3   426.4   797.4  1404.2  1786.1  1937.3  1870.0
Total     : M+      0.0   540.5   679.7  1294.9  2400.6  3155.2  3603.1  3720.2
            V     266.8   251.3   247.1   227.2   185.0   142.7    94.1    51.9
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   266.8   251.3   247.1   227.2   185.9   145.6   106.0    67.1
            M       0.0   546.9   686.5  1294.9  2336.9  3029.9  3368.3  3364.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.03   62.67   65.00
Self wt.  : M     532.1   462.7   347.1   185.2    96.8    76.9     0.0
(Max)       V       7.0    13.9    20.9    27.9    31.0    31.7    34.2
Self wt.  : M     383.1   333.2   249.9   133.3    69.7    55.4     0.0
(Min)       V       5.0    10.0    15.1    20.1    22.4    22.8    24.6
DL-Prec.  : M      70.3    61.2    45.9    24.5    12.8    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.1     4.2     4.5
DL-Prec.  : M      50.6    44.0    33.0    17.6     9.2     7.3     0.0
DC(Min)     V       0.7     1.3     2.0     2.7     3.0     3.0     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     509.2   442.8   332.1   177.2    92.6    73.6     0.0
Haunch (Max)V       6.7    13.3    20.0    26.7    29.7    30.3    32.7
Deck +    : M     366.6   318.8   239.1   127.6    66.7    53.0     0.0
Haunch (Min)V       4.8     9.6    14.4    19.2    21.4    21.8    23.5
Diaphragm : M       4.0     3.0     2.0     0.9     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.9     2.2     1.4     0.7     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     193.8   168.6   126.4    67.5    35.3    28.0     0.0
DC(Max)     V       2.5     5.1     7.6    10.2    11.3    11.6    12.4
DL-Comp   : M     139.6   121.4    91.0    48.6    25.4    20.2     0.0
DC(Min)     V       1.8     3.7     5.5     7.3     8.1     8.3     9.0
DL-Comp   : M     121.5   105.6    79.2    42.3    22.1    17.6     0.0
DW(Max)     V       1.6     3.2     4.8     6.4     7.1     7.2     7.8
DL-Comp   : M      52.6    45.8    34.3    18.3     9.6     7.6     0.0
DW(Min)     V       0.7     1.4     2.1     2.8     3.1     3.1     3.4
LL + I    : M+   2172.2  1911.4  1467.9   797.4   419.6   333.9     0.0
            V      75.2   105.2   128.7   152.2   163.7   166.1   175.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    87.2   108.1   129.7   152.2   163.7   166.1   175.0
            M    1937.3  1786.1  1404.2   797.4   426.4   340.3    -0.0
Total     : M+   3603.1  3155.2  2400.6  1294.9   679.7   540.5     0.0
            V      94.1   142.7   185.0   227.2   247.1   251.3   266.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   106.0   145.6   185.9   227.2   247.1   251.3   266.8
            M    3368.3  3029.9  2336.9  1294.9   686.5   546.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               34.2             34.2
Deck+Haunch            32.7             32.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            4.5              4.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.2             62.2
DL-Comp.(DW)           39.0             39.0
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    61.5    77.4   148.2   277.7   370.2   425.7   444.2
(Max)       V      27.3    25.4    24.8    22.3    16.7    11.2     5.6     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     8.1    10.2    19.6    36.7    48.9    56.3    58.7
DC(Max)     V       3.6     3.4     3.3     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    58.9    74.1   141.8   265.7   354.2   407.3   425.0
Haunch (Max)V      26.2    24.3    23.8    21.4    16.0    10.7     5.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.4     0.7     1.6     2.4     3.2     4.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    22.4    28.2    54.0   101.2   134.9   155.1   161.8
DC(Max)     V      10.0     9.2     9.0     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.7    14.7    28.2    52.8    70.4    81.0    84.5
DW(Max)     V       5.2     4.8     4.7     4.2     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   182.6   228.8   428.7   759.1   979.9  1077.2  1020.8
            V     101.5    95.9    94.4    87.4    73.3    57.5    43.4    33.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   101.5    95.9    94.4    87.4    73.3    59.2    46.3    35.8
            M       0.0   182.6   228.8   428.7   759.1   935.7   984.2   956.4
Total     : M+      0.0   345.5   433.9   821.1  1494.7  1960.9  2205.8  2199.1
            V     173.8   163.1   160.2   146.5   117.6    87.1    58.2    33.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   173.8   163.1   160.2   146.5   117.6    88.8    61.1    35.9
            M       0.0   345.5   433.9   821.1  1494.7  1916.7  2112.7  2134.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.03   62.67   65.00
Self wt.  : M     425.7   370.2   277.7   148.2    77.4    61.5     0.0
(Max)       V       5.6    11.2    16.7    22.3    24.8    25.4    27.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      56.3    48.9    36.7    19.6    10.2     8.1     0.0
DC(Max)     V       0.7     1.5     2.2     2.9     3.3     3.4     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     407.3   354.2   265.7   141.8    74.1    58.9     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    23.8    24.3    26.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       3.2     2.4     1.6     0.7     0.4     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     155.1   134.9   101.2    54.0    28.2    22.4     0.0
DC(Max)     V       2.0     4.1     6.1     8.1     9.0     9.2    10.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      81.0    70.4    52.8    28.2    14.7    11.7     0.0
DW(Max)     V       1.1     2.1     3.2     4.2     4.7     4.8     5.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1077.2   979.9   759.1   428.7   228.8   182.6     0.0
            V      43.4    57.5    73.3    87.4    94.4    95.9   101.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    46.3    59.2    73.3    87.4    94.4    95.9   101.5
            M     984.2   935.7   759.1   428.7   228.8   182.6     0.0
Total     : M+   2205.8  1960.9  1494.7   821.1   433.9   345.5     0.0
            V      58.2    87.1   117.6   146.5   160.2   163.1   173.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    61.1    88.8   117.6   146.5   160.2   163.1   173.8
            M    2112.7  1916.7  1494.7   821.1   433.9   345.5     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17   23.22
 
Beam-Self
Precast-top    0.077   0.160   0.285   0.374   0.427   0.445   0.405 
Bottom        -0.062  -0.130  -0.231  -0.304  -0.347  -0.362  -0.329 
 
Prestress
Precast-top   -0.476  -0.476  -0.476  -0.476  -0.476  -0.476  -0.476 
Bottom         1.697   1.697   1.697   1.697   1.697   1.697   1.697 
 
Total
Precast-top   -0.399  -0.316  -0.191  -0.102  -0.048  -0.031  -0.071 
Bottom         1.634   1.566   1.465   1.393   1.349   1.335   1.367 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.21 %)
             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    5.97   12.60   19.23   25.87   32.50
 
Prestress
Precast-top   -0.098  -0.427  -0.427  -0.427  -0.427  -0.427  -0.427  -0.427
Bottom         0.350   1.523   1.523   1.523   1.523   1.523   1.523   1.523
 
Self wt.
Precast-top   -0.000   0.059   0.075   0.143   0.267   0.356   0.410   0.428
Bottom        -0.000  -0.048  -0.061  -0.116  -0.217  -0.289  -0.333  -0.347
 
DL-Prec (DC)
Precast-top   -0.000   0.008   0.010   0.019   0.035   0.047   0.054   0.057
Bottom        -0.000  -0.006  -0.008  -0.015  -0.029  -0.038  -0.044  -0.046
 
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   0.057   0.071   0.136   0.256   0.341   0.392   0.409
Bottom        -0.000  -0.046  -0.058  -0.111  -0.208  -0.277  -0.318  -0.332
 
DL-Comp (DC)
Precast-top   -0.000   0.004   0.005   0.011   0.020   0.026   0.030   0.032
Bottom        -0.000  -0.012  -0.015  -0.029  -0.055  -0.074  -0.085  -0.088
 
DL-Comp (DW)
Precast-top   -0.000   0.002   0.003   0.005   0.010   0.014   0.016   0.016
Bottom        -0.000  -0.006  -0.008  -0.015  -0.029  -0.038  -0.044  -0.046
 
LL+I(+)
Precast-top   -0.000   0.037   0.047   0.089   0.163   0.213   0.242   0.248
Bottom        -0.000  -0.104  -0.131  -0.249  -0.458  -0.596  -0.678  -0.694
 
Final 1 (P/S + DL + LL)
Precast-top   -0.098  -0.259  -0.216  -0.024   0.326   0.572   0.719   0.765 
Bottom         0.350   1.300   1.242   0.987   0.527   0.208   0.019  -0.034 
 
Final 2 (P/S + DL)
Precast-top   -0.098  -0.297  -0.263  -0.113   0.163   0.359   0.478   0.518 
Bottom         0.350   1.404   1.373   1.236   0.984   0.805   0.697   0.660 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17   23.22
 
Beam-Self
Precast-top    0.077   0.160   0.285   0.374   0.427   0.445   0.405 
Bottom        -0.062  -0.130  -0.231  -0.304  -0.347  -0.362  -0.329 
 
Prestress
Precast-top   -0.476  -0.476  -0.476  -0.476  -0.476  -0.476  -0.476 
Bottom         1.697   1.697   1.697   1.697   1.697   1.697   1.697 
 
Total
Precast-top   -0.399  -0.316  -0.191  -0.102  -0.048  -0.031  -0.071 
Bottom         1.634   1.566   1.465   1.393   1.349   1.335   1.367 
 
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 = 10.21 %)
             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    5.97   12.60   19.23   25.87   32.50
 
Prestress
Precast-top   -0.098  -0.427  -0.427  -0.427  -0.427  -0.427  -0.427  -0.427
Bottom         0.350   1.523   1.523   1.523   1.523   1.523   1.523   1.523
 
Self wt.
Precast-top   -0.000   0.059   0.075   0.143   0.267   0.356   0.410   0.428
Bottom        -0.000  -0.048  -0.061  -0.116  -0.217  -0.289  -0.333  -0.347
 
DL-Prec (DC)
Precast-top   -0.000   0.008   0.010   0.019   0.035   0.047   0.054   0.057
Bottom        -0.000  -0.006  -0.008  -0.015  -0.029  -0.038  -0.044  -0.046
 
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   0.057   0.071   0.136   0.256   0.341   0.392   0.409
Bottom        -0.000  -0.046  -0.058  -0.111  -0.208  -0.277  -0.318  -0.332
 
DL-Comp (DC)
Precast-top   -0.000   0.004   0.005   0.011   0.020   0.026   0.030   0.032
Bottom        -0.000  -0.012  -0.015  -0.029  -0.055  -0.074  -0.085  -0.088
 
DL-Comp (DW)
Precast-top   -0.000   0.002   0.003   0.005   0.010   0.014   0.016   0.016
Bottom        -0.000  -0.006  -0.008  -0.015  -0.029  -0.038  -0.044  -0.046
 
LL+I(+)
Precast-top   -0.000   0.030   0.037   0.071   0.131   0.170   0.193   0.198
Bottom        -0.000  -0.083  -0.105  -0.199  -0.366  -0.477  -0.542  -0.556
 
Final 1 (P/S + DL + LL)
Precast-top   -0.098  -0.267  -0.226  -0.042   0.293   0.529   0.671   0.716 
Bottom         0.350   1.321   1.268   1.037   0.618   0.328   0.155   0.105 
 

 
 
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    5.97   12.60   19.23   25.87   32.50
F_LL+I(+)
Precast-top   -0.000   0.036   0.045   0.083   0.148   0.191   0.210   0.199
Bottom        -0.000  -0.100  -0.125  -0.234  -0.414  -0.535  -0.588  -0.557
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Precast-top   -0.049  -0.113  -0.087   0.027   0.229   0.370   0.449   0.458 
Bottom         0.175   0.602   0.562   0.384   0.078  -0.133  -0.240  -0.227 
 

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
    266.8    6.5   68.1    0.444   0.0   6.00e-3 50.0    269.2     0.945    1.760      0.08
      0.0    0.4   67.9     41.9 0.134      27.2 0.87    12.00     0.092    1.784 
Transfer:   3.00
    251.3    6.5   68.1    2.004   0.0   2.17e-3 36.6    222.7     0.491    1.760      0.00
    546.9    1.6   67.3    189.0 0.128      56.5 1.83    12.00     0.092    1.958 
Critical:   6.26
    229.6    6.5   68.1    2.382   0.0   0.13e-3 29.5    120.5     0.203    1.760      0.00
   1221.4    1.9   67.1    189.0 0.117     134.6 4.36    24.00     0.092    2.139 
0.1L    :   6.63
    227.2    6.5   68.1    2.423   0.0   0.01e-3 29.0    105.4     0.174    1.625      0.00
   1294.9    2.0   67.1    189.0 0.116     147.0 4.77    24.00     0.092    2.161 
0.2L    :  13.27
    185.9    6.5   68.1    3.038   0.0   0.36e-3 30.3     90.4     0.158    0.620      0.00
   2336.9    2.4   66.9    189.0 0.095     116.2 3.78    24.00     0.092    2.283 
0.3L    :  19.90
    145.6    6.5   68.1    3.038   0.0   1.33e-3 33.7     87.9     0.175    0.413      0.00
   3029.9    2.4   66.9    189.0 0.074      73.9 2.40    24.00     0.092    1.740 
0.4L    :  26.53
    106.0    6.5   68.1    3.038   0.0   1.57e-3 34.5     50.1     0.103    0.413      0.00
   3368.3    2.4   66.9    189.0 0.054      67.7 2.20    24.00     0.092    2.282 
0.5L    :  33.17
     67.1    6.5   68.1    3.038   0.0   1.11e-3 32.9      0.0     0.092    0.413      0.00
   3364.0    2.4   66.9    189.0 0.034      80.3 2.61    24.00     0.092    3.942 
0.6L    :  39.80
    106.0    6.5   68.1    3.038   0.0   1.57e-3 34.5     50.1     0.103    0.413      0.00
   3368.3    2.4   66.9    189.0 0.054      67.7 2.20    24.00     0.092    2.282 
0.7L    :  46.43
    145.6    6.5   68.1    3.038   0.0   1.33e-3 33.7     87.9     0.175    0.413      0.00
   3029.9    2.4   66.9    189.0 0.074      73.9 2.40    24.00     0.092    1.740 
0.8L    :  53.06
    185.9    6.5   68.1    3.038   0.0   0.36e-3 30.3     90.4     0.158    0.620      0.00
   2336.9    2.4   66.9    189.0 0.095     116.2 3.78    24.00     0.092    2.283 
0.9L    :  59.70
    227.2    6.5   68.1    2.423   0.0   0.01e-3 29.0    105.4     0.174    1.625      0.00
   1294.9    2.0   67.1    189.0 0.116     147.0 4.77    24.00     0.092    2.161 
Critical:  60.07
    229.6    6.5   68.1    2.382   0.0   0.13e-3 29.5    120.5     0.203    1.760      0.00
   1221.4    1.9   67.1    189.0 0.117     134.6 4.36    24.00     0.092    2.139 
Transfer:  63.33
    251.3    6.5   68.1    2.004   0.0   2.17e-3 36.6    222.7     0.491    1.760      0.00
    546.9    1.6   67.3    189.0 0.128      56.5 1.83    12.00     0.092    1.958 
Bearing :  65.67
    266.8    6.5   68.1    0.444   0.0   6.00e-3 50.0    269.2     0.945    1.760      0.08
      0.0    0.4   67.9     41.9 0.134      27.2 0.87    12.00     0.092    1.784 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    1.19
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 1
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    266.8      4.36     68.11    0.36       67.93    24.00      0.300      0.705      0.000      0.000*
Transfer:      2.33
    251.3      4.15     68.11    1.62       67.30    24.00      0.300      0.633      0.000      1.760 
Critical:      5.60
    229.7      3.80     68.11    1.92       67.15    24.00      0.300      0.517      0.000      1.760 
0.1L    :      5.97
    227.2      3.76     68.11    1.96       67.13    24.00      0.300      0.504      0.000      1.625 
0.2L    :     12.60
    185.9      3.09     68.11    2.45       66.88    24.00      0.300      0.280      0.000      0.620 
0.3L    :     19.23
    145.6      2.42     68.11    2.45       66.88    24.00      0.300      0.056      0.000      0.413 
0.4L    :     25.87
    106.0      1.76     68.11    2.45       66.88    24.00      0.300      0.000      0.000      0.413 
0.5L    :     32.50
     67.1      1.11     68.11    2.45       66.88    24.00      0.300      0.000      0.000      0.413 
0.6L    :     39.13
    106.0      1.76     68.11    2.45       66.88    24.00      0.300      0.000      0.000      0.413 
0.7L    :     45.77
    145.6      2.42     68.11    2.45       66.88    24.00      0.300      0.056      0.000      0.413 
0.8L    :     52.40
    185.9      3.09     68.11    2.45       66.88    24.00      0.300      0.280      0.000      0.620 
0.9L    :     59.03
    227.2      3.76     68.11    1.96       67.13    24.00      0.300      0.504      0.000      1.625 
Critical:     59.40
    229.7      3.80     68.11    1.92       67.15    24.00      0.300      0.517      0.000      1.760 
Transfer:     62.67
    251.3      4.15     68.11    1.62       67.30    24.00      0.300      0.633      0.000      1.760 
Bearing :     65.00
    266.8      4.36     68.11    0.36       67.93    24.00      0.300      0.705      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.97 ft
Prestress      :       0.220  1.80      0.396  2.20      0.484
Self Wt.       :      -0.060  1.85     -0.111  2.40     -0.144
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          :       0.160            0.285            0.340
 
At 0.2 x L = 12.60 ft
Prestress      :       0.392  1.80      0.706  2.20      0.863
Self Wt.       :      -0.113  1.85     -0.209  2.40     -0.272
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          :       0.279            0.497            0.592
 
At 0.3 x L = 19.23 ft
Prestress      :       0.516  1.80      0.928  2.20      1.134
Self Wt.       :      -0.155  1.85     -0.287  2.40     -0.372
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          :       0.361            0.641            0.762
 
At 0.4 x L = 25.87 ft
Prestress      :       0.589  1.80      1.061  2.20      1.297
Self Wt.       :      -0.181  1.85     -0.336  2.40     -0.436
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          :       0.408            0.725            0.861
 
At 0.5 x L = 32.50 ft
Prestress      :       0.614  1.80      1.105  2.20      1.351
Self Wt.       :      -0.191  1.85     -0.353  2.40     -0.457
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          :       0.423            0.753            0.893
 
At 0.6 x L = 39.13 ft
Prestress      :       0.589  1.80      1.061  2.20      1.297
Self Wt.       :      -0.181  1.85     -0.336  2.40     -0.436
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          :       0.408            0.725            0.861
 
At 0.7 x L = 45.77 ft
Prestress      :       0.516  1.80      0.928  2.20      1.134
Self Wt.       :      -0.155  1.85     -0.287  2.40     -0.372
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          :       0.361            0.641            0.762
 
At 0.8 x L = 52.40 ft
Prestress      :       0.392  1.80      0.706  2.20      0.863
Self Wt.       :      -0.113  1.85     -0.209  2.40     -0.272
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          :       0.279            0.497            0.592
 
At 0.9 x L = 59.03 ft
Prestress      :       0.220  1.80      0.396  2.20      0.484
Self Wt.       :      -0.060  1.85     -0.111  2.40     -0.144
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          :       0.160            0.285            0.340
 

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
   540.5    68.1  2.004  267.9    1.9   1.62   3010.8  0.106T 1.00       -       -     -     -  
H/2     :   2.97
   679.7    68.1  2.077  267.8    2.0   1.68   3118.4  0.102T 1.00       -       -     -     -  
0.1L    :   5.97
  1294.9    68.1  2.423  267.4    2.3   1.96   3625.7  0.087T 1.00       -       -     -     -  
0.2L    :  12.60
  2400.6    68.1  3.038  266.8    2.9   2.45   4517.8  0.069T 1.00   4390.9  3192.8    1.03    -  
0.3L    :  19.23
  3155.2    68.1  3.038  266.8    2.9   2.45   4517.8  0.069T 1.00   4307.0  4196.5    1.05    -  
0.4L    :  25.87
  3603.1    68.1  3.038  266.8    2.9   2.45   4517.8  0.069T 1.00   4256.5  4256.5    1.06    -  
0.5L    :  32.50
  3720.2    68.1  3.038  266.8    2.9   2.45   4517.8  0.069T 1.00   4239.5  4239.5    1.07    -  
0.6L    :  39.13
  3603.1    68.1  3.038  266.8    2.9   2.45   4517.8  0.069T 1.00   4256.5  4256.5    1.06    -  
0.7L    :  45.77
  3155.2    68.1  3.038  266.8    2.9   2.45   4517.8  0.069T 1.00   4307.0  4196.5    1.05    -  
0.8L    :  52.40
  2400.6    68.1  3.038  266.8    2.9   2.45   4517.8  0.069T 1.00   4390.9  3192.8    1.03    -  
0.9L    :  59.03
  1294.9    68.1  2.423  267.4    2.3   1.96   3625.7  0.087T 1.00       -       -     -     -  
H/2     :  62.03
   679.7    68.1  2.077  267.8    2.0   1.68   3118.4  0.102T 1.00       -       -     -     -  
Transfer:  62.67
   540.5    68.1  2.004  267.9    1.9   1.62   3010.8  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 : 1; Groups 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.001
        M   2.00 Fb     0.186
 
  2   2 E   6.00 Ft    -0.047
        M   6.00 Fb     0.413
 
  3   2 E   6.00 Ft    -0.096
        M   6.00 Fb     0.639
 
  4   2 E   2.00 Ft    -0.172
        M   2.00 Fb     0.888
 
  5   2 E   2.00 Ft    -0.247
        M   2.00 Fb     1.137
 
  6   2 E   2.00 Ft    -0.323
        M   2.00 Fb     1.385
 
  7   2 E   2.00 Ft    -0.399
        M   2.00 Fb     1.634
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 66.33            Release Length, ft: 66.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.99 %               Final losses: 11.09 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             2.925       1.634     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.399     Trans  
      Precast Top w/ reinf. (tension)      -0.509           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.191   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)                  4517.83     3720.22     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   0.765     Midspan    2.250   0.518     Midspan
    Pre.Bot:   3.000   1.300    Transfer    2.250   1.404    Transfer
  Service III Limit State - Tensile Stresses Only
    Pre.Top:  -0.425  -0.267    Transfer
    Pre.Bot:  -0.425   0.105     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.458     Midspan
    Pre.Bot:                                                             2.000   0.602    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.614  1.80      1.105  2.20      1.351
Self Wt.       :      -0.191  1.85     -0.353  2.40     -0.457
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          :       0.423            0.753            0.893
 
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   65.00
     DC  Line       0.087      0.00       0.087   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    32.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.330 ft
Release length = 66.330 ft
Design  length = 65.000 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)  : 0.854   (Calculated)    
Live Moment (1  lane  loaded)  : 0.611   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.111   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.889   (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     5.97    12.60    19.23    25.87    32.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    811.1    823.9    823.9    823.9    823.9    823.9    823.9    823.9
  Yb      ,  in    28.63    28.24    28.24    28.24    28.24    28.24    28.24    28.24
  MI(Ixx) , in4   425175   433382   433382   433382   433382   433382   433382   433382
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1625.9   1638.2   1638.2   1638.2   1638.2   1638.2   1638.2   1638.2
  Yb      ,  in    48.02    47.68    47.68    47.68    47.68    47.68    47.68    47.68
  MI(Ixx) , in4  1036714  1061315  1061315  1061315  1061315  1061315  1061315  1061315

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.14 in):
    10 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.989 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.987 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.130 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)       
-------------------------------------------------------------------------------------
       928.620         740 687.179     13.774 55786.418   994.344     419.865        
 
 
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     16.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      16.6670     49.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      49.6631     52.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      52.1631     56.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      56.1631     59.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      59.1631     59.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      59.7050     65.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00      65.2050     65.7050     No
      2      US#6[M19]       60.00        0.88       6.00      65.7050     66.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50      66.2050     66.3300     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 66.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  3.14 in
         P_init    =      595.5 kips  Ecc = 25.61 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     7.81 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.216 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.39 ksi    0.00 ksi
    due to Composite Loads                                 -0.77 ksi    0.00 ksi
    due to Live Loads                                      -3.25 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                         6.71 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  7.81 ksi  ( 3.99 %)            13.60 ksi ( 6.94 %)
Total Prestress Losses                                    21.41 ksi (10.92 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    61.5    77.4   148.2   277.7   370.2   425.7   444.2
(Max)       V      27.3    25.4    24.8    22.3    16.7    11.2     5.6     0.0
DL-Prec.  : M       0.0     8.9    11.2    21.4    40.2    53.6    61.6    64.3
DC(Max)     V       4.0     3.7     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    66.9    84.1   161.0   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.0    24.2    18.2    12.1     6.1     0.0
Diaphragm : M       0.0     0.6     0.7     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    22.4    28.2    54.0   101.2   134.9   155.1   161.8
DC(Max)     V      10.0     9.2     9.0     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    11.7    14.7    28.2    52.8    70.4    81.0    84.5
DW(Max)     V       5.2     4.8     4.7     4.2     3.2     2.1     1.1     0.0
LL + I    : M+      0.0   194.9   245.0   465.6   857.1  1116.0  1268.3  1299.8
            V     114.2   108.4   106.8    99.4    84.0    68.6    49.1    33.7
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   114.2   108.4   106.8    99.4    84.6    70.5    56.9    43.7
            M       0.0   198.7   249.0   465.6   819.9  1042.9  1131.2  1091.9
Total     : M+      0.0   366.9   461.5   879.8  1633.7  2152.0  2460.6  2545.3
            V     190.6   179.3   176.3   161.8   130.9   100.0    64.9    34.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   190.6   179.3   176.3   161.8   131.5   101.9    72.7    44.0
            M       0.0   370.7   465.4   879.8  1596.5  2078.9  2323.5  2337.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.03   62.67   65.00
Self wt.  : M     425.7   370.2   277.7   148.2    77.4    61.5     0.0
(Max)       V       5.6    11.2    16.7    22.3    24.8    25.4    27.3
DL-Prec.  : M      61.6    53.6    40.2    21.4    11.2     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.6     3.7     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     462.5   402.2   301.7   161.0    84.1    66.9     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.0    27.6    29.7
Diaphragm : M       6.5     4.8     3.2     1.5     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     155.1   134.9   101.2    54.0    28.2    22.4     0.0
DC(Max)     V       2.0     4.1     6.1     8.1     9.0     9.2    10.0
DL-Comp   : M      81.0    70.4    52.8    28.2    14.7    11.7     0.0
DW(Max)     V       1.1     2.1     3.2     4.2     4.7     4.8     5.2
LL + I    : M+   1268.3  1116.0   857.1   465.6   245.0   194.9     0.0
            V      49.1    68.6    84.0    99.4   106.8   108.4   114.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    56.9    70.5    84.6    99.4   106.8   108.4   114.2
            M    1131.2  1042.9   819.9   465.6   249.0   198.7    -0.0
Total     : M+   2460.6  2152.0  1633.7   879.8   461.5   366.9     0.0
            V      64.9   100.0   130.9   161.8   176.3   179.3   190.6
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    72.7   101.9   131.5   161.8   176.3   179.3   190.6
            M    2323.5  2078.9  1596.5   879.8   465.4   370.7    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               27.3             27.3
Deck+Haunch            29.7             29.7
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.0              4.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           49.8             49.8
DL-Comp.(DW)           26.0             26.0
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    61.5    77.4   148.2   277.7   370.2   425.7   444.2
(Max)       V      27.3    25.4    24.8    22.3    16.7    11.2     5.6     0.0
DL-Prec.  : M       0.0     8.9    11.2    21.4    40.2    53.6    61.6    64.3
DC(Max)     V       4.0     3.7     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    66.9    84.1   161.0   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.0    24.2    18.2    12.1     6.1     0.0
Diaphragm : M       0.0     0.6     0.7     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    22.4    28.2    54.0   101.2   134.9   155.1   161.8
DC(Max)     V      10.0     9.2     9.0     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    11.7    14.7    28.2    52.8    70.4    81.0    84.5
DW(Max)     V       5.2     4.8     4.7     4.2     3.2     2.1     1.1     0.0
LL + I    : M+      0.0   155.9   196.0   372.4   685.7   892.8  1014.6  1039.9
            V      91.4    86.7    85.5    79.5    67.2    54.9    39.3    27.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    91.4    86.7    85.5    79.5    67.7    56.4    45.5    35.0
            M       0.0   159.0   199.2   372.4   655.9   834.3   904.9   873.5
Total     : M+      0.0   327.9   412.5   786.7  1462.3  1928.8  2206.9  2285.4
            V     167.8   157.7   154.9   141.9   114.1    86.2    55.1    27.2
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   167.8   157.7   154.9   141.9   114.6    87.8    61.3    35.2
            M       0.0   331.0   415.6   786.7  1432.6  1870.3  2097.2  2119.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.03   62.67   65.00
Self wt.  : M     425.7   370.2   277.7   148.2    77.4    61.5     0.0
(Max)       V       5.6    11.2    16.7    22.3    24.8    25.4    27.3
DL-Prec.  : M      61.6    53.6    40.2    21.4    11.2     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.6     3.7     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     462.5   402.2   301.7   161.0    84.1    66.9     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.0    27.6    29.7
Diaphragm : M       6.5     4.8     3.2     1.5     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     155.1   134.9   101.2    54.0    28.2    22.4     0.0
DC(Max)     V       2.0     4.1     6.1     8.1     9.0     9.2    10.0
DL-Comp   : M      81.0    70.4    52.8    28.2    14.7    11.7     0.0
DW(Max)     V       1.1     2.1     3.2     4.2     4.7     4.8     5.2
LL + I    : M+   1014.6   892.8   685.7   372.4   196.0   155.9     0.0
            V      39.3    54.9    67.2    79.5    85.5    86.7    91.4
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    45.5    56.4    67.7    79.5    85.5    86.7    91.4
            M     904.9   834.3   655.9   372.4   199.2   159.0    -0.0
Total     : M+   2206.9  1928.8  1462.3   786.7   412.5   327.9     0.0
            V      55.1    86.2   114.1   141.9   154.9   157.7   167.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    61.3    87.8   114.6   141.9   154.9   157.7   167.8
            M    2097.2  1870.3  1432.6   786.7   415.6   331.0    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    76.9    96.8   185.2   347.1   462.7   532.1   555.2
(Max)       V      34.2    31.7    31.0    27.9    20.9    13.9     7.0     0.0
Self wt.  : M       0.0    55.4    69.7   133.3   249.9   333.2   383.1   399.8
(Min)       V      24.6    22.8    22.4    20.1    15.1    10.0     5.0     0.0
DL-Prec.  : M       0.0    11.1    14.0    26.8    50.2    67.0    77.0    80.4
DC(Max)     V       4.9     4.6     4.5     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     8.0    10.1    19.3    36.2    48.2    55.4    57.9
DC(Min)     V       3.6     3.3     3.2     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    83.6   105.2   201.2   377.1   502.7   578.1   603.3
Haunch (Max)V      37.1    34.5    33.7    30.3    22.7    15.2     7.6     0.0
Deck +    : M       0.0    60.2    75.7   144.9   271.5   362.0   416.2   434.3
Haunch (Min)V      26.7    24.8    24.3    21.8    16.4    10.9     5.5     0.0
Diaphragm : M       0.0     0.7     0.9     1.9     3.9     6.0     8.1    10.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.7     1.3     2.8     4.3     5.8     7.3
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    28.0    35.3    67.5   126.4   168.6   193.8   202.3
DC(Max)     V      12.4    11.6    11.3    10.2     7.6     5.1     2.5     0.0
DL-Comp   : M       0.0    20.2    25.4    48.6    91.0   121.4   139.6   145.6
DC(Min)     V       9.0     8.3     8.1     7.3     5.5     3.7     1.8     0.0
DL-Comp   : M       0.0    17.6    22.1    42.3    79.2   105.6   121.5   126.8
DW(Max)     V       7.8     7.2     7.1     6.4     4.8     3.2     1.6     0.0
DL-Comp   : M       0.0     7.6     9.6    18.3    34.3    45.8    52.6    54.9
DW(Min)     V       3.4     3.1     3.1     2.8     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   341.1   428.8   814.7  1499.9  1953.0  2219.5  2274.7
            V     199.9   189.7   187.0   173.9   147.0   120.1    85.9    59.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   199.9   189.7   187.0   173.9   148.1   123.4    99.5    76.5
            M       0.0   347.7   435.7   814.7  1434.8  1825.0  1979.5  1910.7
Total     : M+      0.0   559.1   703.0  1339.5  2483.9  3265.7  3730.1  3852.7
            V     296.7   279.6   274.9   252.9   206.4   159.8   105.9    59.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   296.7   279.6   274.9   252.9   207.5   163.1   119.6    76.8
            M       0.0   565.7   710.0  1339.5  2418.8  3137.6  3490.1  3488.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.03   62.67   65.00
Self wt.  : M     532.1   462.7   347.1   185.2    96.8    76.9     0.0
(Max)       V       7.0    13.9    20.9    27.9    31.0    31.7    34.2
Self wt.  : M     383.1   333.2   249.9   133.3    69.7    55.4     0.0
(Min)       V       5.0    10.0    15.1    20.1    22.4    22.8    24.6
DL-Prec.  : M      77.0    67.0    50.2    26.8    14.0    11.1     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.5     4.6     4.9
DL-Prec.  : M      55.4    48.2    36.2    19.3    10.1     8.0     0.0
DC(Min)     V       0.7     1.5     2.2     2.9     3.2     3.3     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     578.1   502.7   377.1   201.2   105.2    83.6     0.0
Haunch (Max)V       7.6    15.2    22.7    30.3    33.7    34.5    37.1
Deck +    : M     416.2   362.0   271.5   144.9    75.7    60.2     0.0
Haunch (Min)V       5.5    10.9    16.4    21.8    24.3    24.8    26.7
Diaphragm : M       8.1     6.0     3.9     1.9     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       5.8     4.3     2.8     1.3     0.7     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     193.8   168.6   126.4    67.5    35.3    28.0     0.0
DC(Max)     V       2.5     5.1     7.6    10.2    11.3    11.6    12.4
DL-Comp   : M     139.6   121.4    91.0    48.6    25.4    20.2     0.0
DC(Min)     V       1.8     3.7     5.5     7.3     8.1     8.3     9.0
DL-Comp   : M     121.5   105.6    79.2    42.3    22.1    17.6     0.0
DW(Max)     V       1.6     3.2     4.8     6.4     7.1     7.2     7.8
DL-Comp   : M      52.6    45.8    34.3    18.3     9.6     7.6     0.0
DW(Min)     V       0.7     1.4     2.1     2.8     3.1     3.1     3.4
LL + I    : M+   2219.5  1953.0  1499.9   814.7   428.8   341.1     0.0
            V      85.9   120.1   147.0   173.9   187.0   189.7   199.9
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    99.5   123.4   148.1   173.9   187.0   189.7   199.9
            M    1979.5  1825.0  1434.8   814.7   435.7   347.7    -0.0
Total     : M+   3730.1  3265.7  2483.9  1339.5   703.0   559.1     0.0
            V     105.9   159.8   206.4   252.9   274.9   279.6   296.7
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   119.6   163.1   207.5   252.9   274.9   279.6   296.7
            M    3490.1  3137.6  2418.8  1339.5   710.0   565.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               34.2             34.2
Deck+Haunch            37.1             37.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            4.9              4.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.2             62.2
DL-Comp.(DW)           39.0             39.0
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    61.5    77.4   148.2   277.7   370.2   425.7   444.2
(Max)       V      27.3    25.4    24.8    22.3    16.7    11.2     5.6     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     8.9    11.2    21.4    40.2    53.6    61.6    64.3
DC(Max)     V       4.0     3.7     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    66.9    84.1   161.0   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.0    24.2    18.2    12.1     6.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.7     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    22.4    28.2    54.0   101.2   134.9   155.1   161.8
DC(Max)     V      10.0     9.2     9.0     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.7    14.7    28.2    52.8    70.4    81.0    84.5
DW(Max)     V       5.2     4.8     4.7     4.2     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   139.4   174.7   327.3   579.5   748.1   822.4   779.3
            V      92.7    87.7    86.3    79.8    66.9    52.5    39.6    30.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    92.7    87.7    86.3    79.8    66.9    54.1    42.3    32.7
            M       0.0   139.4   174.7   327.3   579.5   714.4   751.4   730.2
Total     : M+      0.0   311.4   391.2   741.5  1356.2  1784.1  2014.7  2024.8
            V     169.1   158.6   155.7   142.2   113.8    83.8    55.4    30.7
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   169.1   158.6   155.7   142.2   113.8    85.4    58.1    32.9
            M       0.0   311.4   391.2   741.5  1356.2  1750.4  1943.7  1975.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.03   62.67   65.00
Self wt.  : M     425.7   370.2   277.7   148.2    77.4    61.5     0.0
(Max)       V       5.6    11.2    16.7    22.3    24.8    25.4    27.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      61.6    53.6    40.2    21.4    11.2     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.6     3.7     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     462.5   402.2   301.7   161.0    84.1    66.9     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.0    27.6    29.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       6.5     4.8     3.2     1.5     0.7     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     155.1   134.9   101.2    54.0    28.2    22.4     0.0
DC(Max)     V       2.0     4.1     6.1     8.1     9.0     9.2    10.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      81.0    70.4    52.8    28.2    14.7    11.7     0.0
DW(Max)     V       1.1     2.1     3.2     4.2     4.7     4.8     5.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    822.4   748.1   579.5   327.3   174.7   139.4     0.0
            V      39.6    52.5    66.9    79.8    86.3    87.7    92.7
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    42.3    54.1    66.9    79.8    86.3    87.7    92.7
            M     751.4   714.4   579.5   327.3   174.7   139.4     0.0
Total     : M+   2014.7  1784.1  1356.2   741.5   391.2   311.4     0.0
            V      55.4    83.8   113.8   142.2   155.7   158.6   169.1
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    58.1    85.4   113.8   142.2   155.7   158.6   169.1
            M    1943.7  1750.4  1356.2   741.5   391.2   311.4     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17   23.22
 
Beam-Self
Precast-top    0.077   0.160   0.285   0.374   0.427   0.445   0.405 
Bottom        -0.062  -0.130  -0.231  -0.304  -0.347  -0.362  -0.329 
 
Prestress
Precast-top   -0.476  -0.476  -0.476  -0.476  -0.476  -0.476  -0.476 
Bottom         1.697   1.697   1.697   1.697   1.697   1.697   1.697 
 
Total
Precast-top   -0.399  -0.316  -0.191  -0.102  -0.048  -0.031  -0.071 
Bottom         1.634   1.566   1.465   1.393   1.349   1.335   1.367 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.21 %)
             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    5.97   12.60   19.23   25.87   32.50
 
Prestress
Precast-top   -0.098  -0.427  -0.427  -0.427  -0.427  -0.427  -0.427  -0.427
Bottom         0.350   1.523   1.523   1.523   1.523   1.523   1.523   1.523
 
Self wt.
Precast-top   -0.000   0.059   0.075   0.143   0.267   0.356   0.410   0.428
Bottom        -0.000  -0.048  -0.061  -0.116  -0.217  -0.289  -0.333  -0.347
 
DL-Prec (DC)
Precast-top   -0.000   0.009   0.011   0.021   0.039   0.052   0.059   0.062
Bottom        -0.000  -0.007  -0.009  -0.017  -0.031  -0.042  -0.048  -0.050
 
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   0.001   0.003   0.005   0.006   0.008
Bottom        -0.000  -0.000  -0.001  -0.001  -0.002  -0.004  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.064   0.081   0.155   0.290   0.387   0.445   0.465
Bottom        -0.000  -0.052  -0.066  -0.126  -0.236  -0.314  -0.362  -0.377
 
DL-Comp (DC)
Precast-top   -0.000   0.004   0.005   0.009   0.018   0.023   0.027   0.028
Bottom        -0.000  -0.012  -0.015  -0.029  -0.055  -0.073  -0.084  -0.087
 
DL-Comp (DW)
Precast-top   -0.000   0.002   0.003   0.005   0.009   0.012   0.014   0.015
Bottom        -0.000  -0.006  -0.008  -0.015  -0.028  -0.038  -0.044  -0.046
 
LL+I(+)
Precast-top   -0.000   0.034   0.042   0.081   0.148   0.193   0.220   0.225
Bottom        -0.000  -0.105  -0.132  -0.251  -0.462  -0.602  -0.684  -0.701
 
Final 1 (P/S + DL + LL)
Precast-top   -0.098  -0.255  -0.210  -0.013   0.347   0.601   0.754   0.802 
Bottom         0.350   1.292   1.232   0.968   0.491   0.161  -0.035  -0.091 
 
Final 2 (P/S + DL)
Precast-top   -0.098  -0.289  -0.253  -0.093   0.199   0.408   0.534   0.577 
Bottom         0.350   1.397   1.364   1.219   0.953   0.763   0.648   0.609 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17   23.22
 
Beam-Self
Precast-top    0.077   0.160   0.285   0.374   0.427   0.445   0.405 
Bottom        -0.062  -0.130  -0.231  -0.304  -0.347  -0.362  -0.329 
 
Prestress
Precast-top   -0.476  -0.476  -0.476  -0.476  -0.476  -0.476  -0.476 
Bottom         1.697   1.697   1.697   1.697   1.697   1.697   1.697 
 
Total
Precast-top   -0.399  -0.316  -0.191  -0.102  -0.048  -0.031  -0.071 
Bottom         1.634   1.566   1.465   1.393   1.349   1.335   1.367 
 
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 = 10.21 %)
             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    5.97   12.60   19.23   25.87   32.50
 
Prestress
Precast-top   -0.098  -0.427  -0.427  -0.427  -0.427  -0.427  -0.427  -0.427
Bottom         0.350   1.523   1.523   1.523   1.523   1.523   1.523   1.523
 
Self wt.
Precast-top   -0.000   0.059   0.075   0.143   0.267   0.356   0.410   0.428
Bottom        -0.000  -0.048  -0.061  -0.116  -0.217  -0.289  -0.333  -0.347
 
DL-Prec (DC)
Precast-top   -0.000   0.009   0.011   0.021   0.039   0.052   0.059   0.062
Bottom        -0.000  -0.007  -0.009  -0.017  -0.031  -0.042  -0.048  -0.050
 
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   0.001   0.003   0.005   0.006   0.008
Bottom        -0.000  -0.000  -0.001  -0.001  -0.002  -0.004  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.064   0.081   0.155   0.290   0.387   0.445   0.465
Bottom        -0.000  -0.052  -0.066  -0.126  -0.236  -0.314  -0.362  -0.377
 
DL-Comp (DC)
Precast-top   -0.000   0.004   0.005   0.009   0.018   0.023   0.027   0.028
Bottom        -0.000  -0.012  -0.015  -0.029  -0.055  -0.073  -0.084  -0.087
 
DL-Comp (DW)
Precast-top   -0.000   0.002   0.003   0.005   0.009   0.012   0.014   0.015
Bottom        -0.000  -0.006  -0.008  -0.015  -0.028  -0.038  -0.044  -0.046
 
LL+I(+)
Precast-top   -0.000   0.027   0.034   0.065   0.119   0.155   0.176   0.180
Bottom        -0.000  -0.084  -0.106  -0.201  -0.370  -0.481  -0.547  -0.561
 
Final 1 (P/S + DL + LL)
Precast-top   -0.098  -0.262  -0.219  -0.029   0.318   0.563   0.710   0.757 
Bottom         0.350   1.313   1.259   1.019   0.584   0.282   0.101   0.049 
 

 
 
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    5.97   12.60   19.23   25.87   32.50
F_LL+I(+)
Precast-top   -0.000   0.024   0.030   0.057   0.100   0.130   0.142   0.135
Bottom        -0.000  -0.075  -0.094  -0.176  -0.312  -0.403  -0.443  -0.420
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Precast-top   -0.049  -0.120  -0.096   0.010   0.200   0.334   0.409   0.424 
Bottom         0.175   0.623   0.588   0.433   0.164  -0.022  -0.119  -0.115 
 

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
    296.7    6.5   68.1    0.444   0.0   6.00e-3 50.0    302.4     1.061    1.760      0.31
      0.0    0.3   67.9     41.9 0.149      27.2 0.87    12.00     0.092    1.605 
Transfer:   3.00
    279.6    6.5   68.1    2.001   0.0   3.17e-3 40.1    266.7     0.666    1.760      0.00
    565.7    1.4   67.4    189.0 0.142      44.0 1.42    12.00     0.092    1.763 
Critical:   6.27
    255.5    6.5   68.1    2.379   0.0   0.90e-3 32.2    195.6     0.366    1.760      0.00
   1265.3    1.7   67.3    189.0 0.130      88.4 2.86    12.00     0.092    1.925 
0.1L    :   6.63
    252.9    6.5   68.1    2.420   0.0   0.70e-3 31.5    183.9     0.335    1.625      0.00
   1339.5    1.7   67.2    189.0 0.129      97.1 3.14    12.00     0.092    1.944 
0.2L    :  13.27
    207.5    6.5   68.1    3.038   0.0   0.77e-3 31.7    136.7     0.252    0.620      0.00
   2418.8    2.2   67.0    189.0 0.106      93.9 3.05    24.00     0.092    1.868 
0.3L    :  19.90
    163.1    6.5   68.1    3.038   0.0   1.74e-3 35.1    117.1     0.245    0.413      0.00
   3137.6    2.2   67.0    189.0 0.083      64.1 2.08    24.00     0.092    1.442 
0.4L    :  26.53
    119.6    6.5   68.1    3.038   0.0   1.97e-3 35.9     73.1     0.158    0.413      0.00
   3490.1    2.2   67.0    189.0 0.061      59.7 1.94    24.00     0.092    1.892 
0.5L    :  33.17
     76.8    6.5   68.1    3.038   0.0   1.47e-3 34.1     15.0     0.092    0.413      0.00
   3488.7    2.2   67.0    189.0 0.039      70.3 2.28    24.00     0.092    3.219 
0.6L    :  39.80
    119.6    6.5   68.1    3.038   0.0   1.97e-3 35.9     73.1     0.158    0.413      0.00
   3490.1    2.2   67.0    189.0 0.061      59.7 1.94    24.00     0.092    1.892 
0.7L    :  46.43
    163.1    6.5   68.1    3.038   0.0   1.74e-3 35.1    117.1     0.245    0.413      0.00
   3137.6    2.2   67.0    189.0 0.083      64.1 2.08    24.00     0.092    1.442 
0.8L    :  53.06
    207.5    6.5   68.1    3.038   0.0   0.77e-3 31.7    136.7     0.252    0.620      0.00
   2418.8    2.2   67.0    189.0 0.106      93.9 3.05    24.00     0.092    1.868 
0.9L    :  59.70
    252.9    6.5   68.1    2.420   0.0   0.70e-3 31.5    183.9     0.335    1.625      0.00
   1339.5    1.7   67.2    189.0 0.129      97.1 3.14    12.00     0.092    1.944 
Critical:  60.06
    255.5    6.5   68.1    2.379   0.0   0.90e-3 32.2    195.6     0.366    1.760      0.00
   1265.3    1.7   67.3    189.0 0.130      88.4 2.86    12.00     0.092    1.925 
Transfer:  63.33
    279.6    6.5   68.1    2.001   0.0   3.17e-3 40.1    266.7     0.666    1.760      0.00
    565.7    1.4   67.4    189.0 0.142      44.0 1.42    12.00     0.092    1.763 
Bearing :  65.67
    296.7    6.5   68.1    0.444   0.0   6.00e-3 50.0    302.4     1.061    1.760      0.31
      0.0    0.3   67.9     41.9 0.149      27.2 0.87    12.00     0.092    1.605 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    1.19
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 2
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    296.7      4.85     68.11    0.32       67.95    24.00      0.300      0.867      0.000      0.000*
Transfer:      2.33
    279.6      4.61     68.11    1.42       67.40    24.00      0.300      0.787      0.000      1.760 
Critical:      5.61
    255.6      4.22     68.11    1.69       67.26    24.00      0.300      0.658      0.000      1.760 
0.1L    :      5.97
    252.9      4.18     68.11    1.72       67.25    24.00      0.300      0.643      0.000      1.625 
0.2L    :     12.60
    207.5      3.44     68.11    2.15       67.03    24.00      0.300      0.397      0.000      0.620 
0.3L    :     19.23
    163.1      2.70     68.11    2.15       67.03    24.00      0.300      0.151      0.000      0.413 
0.4L    :     25.87
    119.6      1.98     68.11    2.15       67.03    24.00      0.300      0.000      0.000      0.413 
0.5L    :     32.50
     76.8      1.27     68.11    2.15       67.03    24.00      0.300      0.000      0.000      0.413 
0.6L    :     39.13
    119.6      1.98     68.11    2.15       67.03    24.00      0.300      0.000      0.000      0.413 
0.7L    :     45.77
    163.1      2.70     68.11    2.15       67.03    24.00      0.300      0.151      0.000      0.413 
0.8L    :     52.40
    207.5      3.44     68.11    2.15       67.03    24.00      0.300      0.397      0.000      0.620 
0.9L    :     59.03
    252.9      4.18     68.11    1.72       67.25    24.00      0.300      0.643      0.000      1.625 
Critical:     59.39
    255.6      4.22     68.11    1.69       67.26    24.00      0.300      0.658      0.000      1.760 
Transfer:     62.67
    279.6      4.61     68.11    1.42       67.40    24.00      0.300      0.787      0.000      1.760 
Bearing :     65.00
    296.7      4.85     68.11    0.32       67.95    24.00      0.300      0.867      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.97 ft
Prestress      :       0.220  1.80      0.396  2.20      0.484
Self Wt.       :      -0.060  1.85     -0.111  2.40     -0.144
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          :       0.160            0.285            0.340
 
At 0.2 x L = 12.60 ft
Prestress      :       0.392  1.80      0.706  2.20      0.863
Self Wt.       :      -0.113  1.85     -0.209  2.40     -0.272
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          :       0.279            0.497            0.592
 
At 0.3 x L = 19.23 ft
Prestress      :       0.516  1.80      0.928  2.20      1.134
Self Wt.       :      -0.155  1.85     -0.287  2.40     -0.372
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          :       0.361            0.641            0.762
 
At 0.4 x L = 25.87 ft
Prestress      :       0.589  1.80      1.061  2.20      1.297
Self Wt.       :      -0.181  1.85     -0.336  2.40     -0.436
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          :       0.408            0.725            0.861
 
At 0.5 x L = 32.50 ft
Prestress      :       0.614  1.80      1.105  2.20      1.351
Self Wt.       :      -0.191  1.85     -0.353  2.40     -0.457
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          :       0.423            0.753            0.893
 
At 0.6 x L = 39.13 ft
Prestress      :       0.589  1.80      1.061  2.20      1.297
Self Wt.       :      -0.181  1.85     -0.336  2.40     -0.436
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          :       0.408            0.725            0.861
 
At 0.7 x L = 45.77 ft
Prestress      :       0.516  1.80      0.928  2.20      1.134
Self Wt.       :      -0.155  1.85     -0.287  2.40     -0.372
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          :       0.361            0.641            0.762
 
At 0.8 x L = 52.40 ft
Prestress      :       0.392  1.80      0.706  2.20      0.863
Self Wt.       :      -0.113  1.85     -0.209  2.40     -0.272
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          :       0.279            0.497            0.592
 
At 0.9 x L = 59.03 ft
Prestress      :       0.220  1.80      0.396  2.20      0.484
Self Wt.       :      -0.060  1.85     -0.111  2.40     -0.144
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          :       0.160            0.285            0.340
 

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
   559.1    68.1  2.001  268.1    1.7   1.42   3013.8  0.121T 1.00       -       -     -     -  
H/2     :   2.97
   703.0    68.1  2.074  268.1    1.7   1.47   3121.9  0.117T 1.00       -       -     -     -  
0.1L    :   5.97
  1339.5    68.1  2.420  267.8    2.0   1.72   3631.6  0.100T 1.00       -       -     -     -  
0.2L    :  12.60
  2483.9    68.1  3.038  267.2    2.5   2.15   4534.3  0.079T 1.00   4420.6  3303.6    1.03    -  
0.3L    :  19.23
  3265.7    68.1  3.038  267.2    2.5   2.15   4534.3  0.079T 1.00   4326.9  4326.9    1.05    -  
0.4L    :  25.87
  3730.1    68.1  3.038  267.2    2.5   2.15   4534.3  0.079T 1.00   4270.4  4270.4    1.06    -  
0.5L    :  32.50
  3852.7    68.1  3.038  267.2    2.5   2.15   4534.3  0.079T 1.00   4251.1  4251.1    1.07    -  
0.6L    :  39.13
  3730.1    68.1  3.038  267.2    2.5   2.15   4534.3  0.079T 1.00   4270.4  4270.4    1.06    -  
0.7L    :  45.77
  3265.7    68.1  3.038  267.2    2.5   2.15   4534.3  0.079T 1.00   4326.9  4326.9    1.05    -  
0.8L    :  52.40
  2483.9    68.1  3.038  267.2    2.5   2.15   4534.3  0.079T 1.00   4420.6  3303.6    1.03    -  
0.9L    :  59.03
  1339.5    68.1  2.420  267.8    2.0   1.72   3631.6  0.100T 1.00       -       -     -     -  
H/2     :  62.03
   703.0    68.1  2.074  268.1    1.7   1.47   3121.9  0.117T 1.00       -       -     -     -  
Transfer:  62.67
   559.1    68.1  2.001  268.1    1.7   1.42   3013.8  0.121T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 2; Groups 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.001
        M   2.00 Fb     0.186
 
  2   2 E   6.00 Ft    -0.047
        M   6.00 Fb     0.413
 
  3   2 E   6.00 Ft    -0.096
        M   6.00 Fb     0.639
 
  4   2 E   2.00 Ft    -0.172
        M   2.00 Fb     0.888
 
  5   2 E   2.00 Ft    -0.247
        M   2.00 Fb     1.137
 
  6   2 E   2.00 Ft    -0.323
        M   2.00 Fb     1.385
 
  7   2 E   2.00 Ft    -0.399
        M   2.00 Fb     1.634
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 66.33            Release Length, ft: 66.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.99 %               Final losses: 10.92 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             2.925       1.634     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.399     Trans  
      Precast Top w/ reinf. (tension)      -0.509           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.191   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)                  4534.29     3852.71     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   0.802     Midspan    2.250   0.577     Midspan
    Pre.Bot:   3.000   1.292    Transfer    2.250   1.397    Transfer
  Service III Limit State - Tensile Stresses Only
    Pre.Top:  -0.425  -0.262    Transfer
    Pre.Bot:  -0.425   0.049     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.424     Midspan
    Pre.Bot:                                                             2.000   0.623    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.614  1.80      1.105  2.20      1.351
Self Wt.       :      -0.191  1.85     -0.353  2.40     -0.457
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          :       0.423            0.753            0.893
 
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   65.00
     DC  Line       0.087      0.00       0.087   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    32.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.330 ft
Release length = 66.330 ft
Design  length = 65.000 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)  : 0.854   (Calculated)    
Live Moment (1  lane  loaded)  : 0.611   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.111   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.889   (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     5.97    12.60    19.23    25.87    32.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    811.1    823.9    823.9    823.9    823.9    823.9    823.9    823.9
  Yb      ,  in    28.63    28.24    28.24    28.24    28.24    28.24    28.24    28.24
  MI(Ixx) , in4   425175   433382   433382   433382   433382   433382   433382   433382
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1625.9   1638.2   1638.2   1638.2   1638.2   1638.2   1638.2   1638.2
  Yb      ,  in    48.02    47.68    47.68    47.68    47.68    47.68    47.68    47.68
  MI(Ixx) , in4  1036714  1061315  1061315  1061315  1061315  1061315  1061315  1061315

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.14 in):
    10 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.989 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.987 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.130 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)       
-------------------------------------------------------------------------------------
       928.620         740 687.179     13.774 55786.418   994.344     419.865        
 
 
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     16.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      16.6670     49.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      49.6631     52.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      52.1631     56.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      56.1631     59.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      59.1631     59.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      59.7050     65.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00      65.2050     65.7050     No
      2      US#6[M19]       60.00        0.88       6.00      65.7050     66.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50      66.2050     66.3300     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 66.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  3.14 in
         P_init    =      595.5 kips  Ecc = 25.61 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     7.81 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.216 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.39 ksi    0.00 ksi
    due to Composite Loads                                 -0.77 ksi    0.00 ksi
    due to Live Loads                                      -3.25 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                         6.71 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  7.81 ksi  ( 3.99 %)            13.60 ksi ( 6.94 %)
Total Prestress Losses                                    21.41 ksi (10.92 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    61.5    77.4   148.2   277.7   370.2   425.7   444.2
(Max)       V      27.3    25.4    24.8    22.3    16.7    11.2     5.6     0.0
DL-Prec.  : M       0.0     8.9    11.2    21.4    40.2    53.6    61.6    64.3
DC(Max)     V       4.0     3.7     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    66.9    84.1   161.0   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.0    24.2    18.2    12.1     6.1     0.0
Diaphragm : M       0.0     0.6     0.7     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    22.4    28.2    54.0   101.2   134.9   155.1   161.8
DC(Max)     V      10.0     9.2     9.0     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    11.7    14.7    28.2    52.8    70.4    81.0    84.5
DW(Max)     V       5.2     4.8     4.7     4.2     3.2     2.1     1.1     0.0
LL + I    : M+      0.0   194.9   245.0   465.6   857.1  1116.0  1268.3  1299.8
            V     114.2   108.4   106.8    99.4    84.0    68.6    49.1    33.7
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   114.2   108.4   106.8    99.4    84.6    70.5    56.9    43.7
            M       0.0   198.7   249.0   465.6   819.9  1042.9  1131.2  1091.9
Total     : M+      0.0   366.9   461.5   879.8  1633.7  2152.0  2460.6  2545.3
            V     190.6   179.3   176.3   161.8   130.9   100.0    64.9    34.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   190.6   179.3   176.3   161.8   131.5   101.9    72.7    44.0
            M       0.0   370.7   465.4   879.8  1596.5  2078.9  2323.5  2337.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.03   62.67   65.00
Self wt.  : M     425.7   370.2   277.7   148.2    77.4    61.5     0.0
(Max)       V       5.6    11.2    16.7    22.3    24.8    25.4    27.3
DL-Prec.  : M      61.6    53.6    40.2    21.4    11.2     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.6     3.7     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     462.5   402.2   301.7   161.0    84.1    66.9     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.0    27.6    29.7
Diaphragm : M       6.5     4.8     3.2     1.5     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     155.1   134.9   101.2    54.0    28.2    22.4     0.0
DC(Max)     V       2.0     4.1     6.1     8.1     9.0     9.2    10.0
DL-Comp   : M      81.0    70.4    52.8    28.2    14.7    11.7     0.0
DW(Max)     V       1.1     2.1     3.2     4.2     4.7     4.8     5.2
LL + I    : M+   1268.3  1116.0   857.1   465.6   245.0   194.9     0.0
            V      49.1    68.6    84.0    99.4   106.8   108.4   114.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    56.9    70.5    84.6    99.4   106.8   108.4   114.2
            M    1131.2  1042.9   819.9   465.6   249.0   198.7    -0.0
Total     : M+   2460.6  2152.0  1633.7   879.8   461.5   366.9     0.0
            V      64.9   100.0   130.9   161.8   176.3   179.3   190.6
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    72.7   101.9   131.5   161.8   176.3   179.3   190.6
            M    2323.5  2078.9  1596.5   879.8   465.4   370.7    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               27.3             27.3
Deck+Haunch            29.7             29.7
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.0              4.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           49.8             49.8
DL-Comp.(DW)           26.0             26.0
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    61.5    77.4   148.2   277.7   370.2   425.7   444.2
(Max)       V      27.3    25.4    24.8    22.3    16.7    11.2     5.6     0.0
DL-Prec.  : M       0.0     8.9    11.2    21.4    40.2    53.6    61.6    64.3
DC(Max)     V       4.0     3.7     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    66.9    84.1   161.0   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.0    24.2    18.2    12.1     6.1     0.0
Diaphragm : M       0.0     0.6     0.7     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    22.4    28.2    54.0   101.2   134.9   155.1   161.8
DC(Max)     V      10.0     9.2     9.0     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    11.7    14.7    28.2    52.8    70.4    81.0    84.5
DW(Max)     V       5.2     4.8     4.7     4.2     3.2     2.1     1.1     0.0
LL + I    : M+      0.0   155.9   196.0   372.4   685.7   892.8  1014.6  1039.9
            V      91.4    86.7    85.5    79.5    67.2    54.9    39.3    27.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    91.4    86.7    85.5    79.5    67.7    56.4    45.5    35.0
            M       0.0   159.0   199.2   372.4   655.9   834.3   904.9   873.5
Total     : M+      0.0   327.9   412.5   786.7  1462.3  1928.8  2206.9  2285.4
            V     167.8   157.7   154.9   141.9   114.1    86.2    55.1    27.2
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   167.8   157.7   154.9   141.9   114.6    87.8    61.3    35.2
            M       0.0   331.0   415.6   786.7  1432.6  1870.3  2097.2  2119.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.03   62.67   65.00
Self wt.  : M     425.7   370.2   277.7   148.2    77.4    61.5     0.0
(Max)       V       5.6    11.2    16.7    22.3    24.8    25.4    27.3
DL-Prec.  : M      61.6    53.6    40.2    21.4    11.2     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.6     3.7     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     462.5   402.2   301.7   161.0    84.1    66.9     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.0    27.6    29.7
Diaphragm : M       6.5     4.8     3.2     1.5     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     155.1   134.9   101.2    54.0    28.2    22.4     0.0
DC(Max)     V       2.0     4.1     6.1     8.1     9.0     9.2    10.0
DL-Comp   : M      81.0    70.4    52.8    28.2    14.7    11.7     0.0
DW(Max)     V       1.1     2.1     3.2     4.2     4.7     4.8     5.2
LL + I    : M+   1014.6   892.8   685.7   372.4   196.0   155.9     0.0
            V      39.3    54.9    67.2    79.5    85.5    86.7    91.4
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    45.5    56.4    67.7    79.5    85.5    86.7    91.4
            M     904.9   834.3   655.9   372.4   199.2   159.0    -0.0
Total     : M+   2206.9  1928.8  1462.3   786.7   412.5   327.9     0.0
            V      55.1    86.2   114.1   141.9   154.9   157.7   167.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    61.3    87.8   114.6   141.9   154.9   157.7   167.8
            M    2097.2  1870.3  1432.6   786.7   415.6   331.0    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    76.9    96.8   185.2   347.1   462.7   532.1   555.2
(Max)       V      34.2    31.7    31.0    27.9    20.9    13.9     7.0     0.0
Self wt.  : M       0.0    55.4    69.7   133.3   249.9   333.2   383.1   399.8
(Min)       V      24.6    22.8    22.4    20.1    15.1    10.0     5.0     0.0
DL-Prec.  : M       0.0    11.1    14.0    26.8    50.2    67.0    77.0    80.4
DC(Max)     V       4.9     4.6     4.5     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     8.0    10.1    19.3    36.2    48.2    55.4    57.9
DC(Min)     V       3.6     3.3     3.2     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    83.6   105.2   201.2   377.1   502.7   578.1   603.3
Haunch (Max)V      37.1    34.5    33.7    30.3    22.7    15.2     7.6     0.0
Deck +    : M       0.0    60.2    75.7   144.9   271.5   362.0   416.2   434.3
Haunch (Min)V      26.7    24.8    24.3    21.8    16.4    10.9     5.5     0.0
Diaphragm : M       0.0     0.7     0.9     1.9     3.9     6.0     8.1    10.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.7     1.3     2.8     4.3     5.8     7.3
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    28.0    35.3    67.5   126.4   168.6   193.8   202.3
DC(Max)     V      12.4    11.6    11.3    10.2     7.6     5.1     2.5     0.0
DL-Comp   : M       0.0    20.2    25.4    48.6    91.0   121.4   139.6   145.6
DC(Min)     V       9.0     8.3     8.1     7.3     5.5     3.7     1.8     0.0
DL-Comp   : M       0.0    17.6    22.1    42.3    79.2   105.6   121.5   126.8
DW(Max)     V       7.8     7.2     7.1     6.4     4.8     3.2     1.6     0.0
DL-Comp   : M       0.0     7.6     9.6    18.3    34.3    45.8    52.6    54.9
DW(Min)     V       3.4     3.1     3.1     2.8     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   341.1   428.8   814.7  1499.9  1953.0  2219.5  2274.7
            V     199.9   189.7   187.0   173.9   147.0   120.1    85.9    59.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   199.9   189.7   187.0   173.9   148.1   123.4    99.5    76.5
            M       0.0   347.7   435.7   814.7  1434.8  1825.0  1979.5  1910.7
Total     : M+      0.0   559.1   703.0  1339.5  2483.9  3265.7  3730.1  3852.7
            V     296.7   279.6   274.9   252.9   206.4   159.8   105.9    59.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   296.7   279.6   274.9   252.9   207.5   163.1   119.6    76.8
            M       0.0   565.7   710.0  1339.5  2418.8  3137.6  3490.1  3488.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.03   62.67   65.00
Self wt.  : M     532.1   462.7   347.1   185.2    96.8    76.9     0.0
(Max)       V       7.0    13.9    20.9    27.9    31.0    31.7    34.2
Self wt.  : M     383.1   333.2   249.9   133.3    69.7    55.4     0.0
(Min)       V       5.0    10.0    15.1    20.1    22.4    22.8    24.6
DL-Prec.  : M      77.0    67.0    50.2    26.8    14.0    11.1     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.5     4.6     4.9
DL-Prec.  : M      55.4    48.2    36.2    19.3    10.1     8.0     0.0
DC(Min)     V       0.7     1.5     2.2     2.9     3.2     3.3     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     578.1   502.7   377.1   201.2   105.2    83.6     0.0
Haunch (Max)V       7.6    15.2    22.7    30.3    33.7    34.5    37.1
Deck +    : M     416.2   362.0   271.5   144.9    75.7    60.2     0.0
Haunch (Min)V       5.5    10.9    16.4    21.8    24.3    24.8    26.7
Diaphragm : M       8.1     6.0     3.9     1.9     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       5.8     4.3     2.8     1.3     0.7     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     193.8   168.6   126.4    67.5    35.3    28.0     0.0
DC(Max)     V       2.5     5.1     7.6    10.2    11.3    11.6    12.4
DL-Comp   : M     139.6   121.4    91.0    48.6    25.4    20.2     0.0
DC(Min)     V       1.8     3.7     5.5     7.3     8.1     8.3     9.0
DL-Comp   : M     121.5   105.6    79.2    42.3    22.1    17.6     0.0
DW(Max)     V       1.6     3.2     4.8     6.4     7.1     7.2     7.8
DL-Comp   : M      52.6    45.8    34.3    18.3     9.6     7.6     0.0
DW(Min)     V       0.7     1.4     2.1     2.8     3.1     3.1     3.4
LL + I    : M+   2219.5  1953.0  1499.9   814.7   428.8   341.1     0.0
            V      85.9   120.1   147.0   173.9   187.0   189.7   199.9
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    99.5   123.4   148.1   173.9   187.0   189.7   199.9
            M    1979.5  1825.0  1434.8   814.7   435.7   347.7    -0.0
Total     : M+   3730.1  3265.7  2483.9  1339.5   703.0   559.1     0.0
            V     105.9   159.8   206.4   252.9   274.9   279.6   296.7
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   119.6   163.1   207.5   252.9   274.9   279.6   296.7
            M    3490.1  3137.6  2418.8  1339.5   710.0   565.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               34.2             34.2
Deck+Haunch            37.1             37.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            4.9              4.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.2             62.2
DL-Comp.(DW)           39.0             39.0
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    61.5    77.4   148.2   277.7   370.2   425.7   444.2
(Max)       V      27.3    25.4    24.8    22.3    16.7    11.2     5.6     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     8.9    11.2    21.4    40.2    53.6    61.6    64.3
DC(Max)     V       4.0     3.7     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    66.9    84.1   161.0   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.0    24.2    18.2    12.1     6.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.7     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    22.4    28.2    54.0   101.2   134.9   155.1   161.8
DC(Max)     V      10.0     9.2     9.0     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.7    14.7    28.2    52.8    70.4    81.0    84.5
DW(Max)     V       5.2     4.8     4.7     4.2     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   139.4   174.7   327.3   579.5   748.1   822.4   779.3
            V      92.7    87.7    86.3    79.8    66.9    52.5    39.6    30.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    92.7    87.7    86.3    79.8    66.9    54.1    42.3    32.7
            M       0.0   139.4   174.7   327.3   579.5   714.4   751.4   730.2
Total     : M+      0.0   311.4   391.2   741.5  1356.2  1784.1  2014.7  2024.8
            V     169.1   158.6   155.7   142.2   113.8    83.8    55.4    30.7
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   169.1   158.6   155.7   142.2   113.8    85.4    58.1    32.9
            M       0.0   311.4   391.2   741.5  1356.2  1750.4  1943.7  1975.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.03   62.67   65.00
Self wt.  : M     425.7   370.2   277.7   148.2    77.4    61.5     0.0
(Max)       V       5.6    11.2    16.7    22.3    24.8    25.4    27.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      61.6    53.6    40.2    21.4    11.2     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.6     3.7     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     462.5   402.2   301.7   161.0    84.1    66.9     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.0    27.6    29.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       6.5     4.8     3.2     1.5     0.7     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     155.1   134.9   101.2    54.0    28.2    22.4     0.0
DC(Max)     V       2.0     4.1     6.1     8.1     9.0     9.2    10.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      81.0    70.4    52.8    28.2    14.7    11.7     0.0
DW(Max)     V       1.1     2.1     3.2     4.2     4.7     4.8     5.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    822.4   748.1   579.5   327.3   174.7   139.4     0.0
            V      39.6    52.5    66.9    79.8    86.3    87.7    92.7
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    42.3    54.1    66.9    79.8    86.3    87.7    92.7
            M     751.4   714.4   579.5   327.3   174.7   139.4     0.0
Total     : M+   2014.7  1784.1  1356.2   741.5   391.2   311.4     0.0
            V      55.4    83.8   113.8   142.2   155.7   158.6   169.1
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    58.1    85.4   113.8   142.2   155.7   158.6   169.1
            M    1943.7  1750.4  1356.2   741.5   391.2   311.4     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17   23.22
 
Beam-Self
Precast-top    0.077   0.160   0.285   0.374   0.427   0.445   0.405 
Bottom        -0.062  -0.130  -0.231  -0.304  -0.347  -0.362  -0.329 
 
Prestress
Precast-top   -0.476  -0.476  -0.476  -0.476  -0.476  -0.476  -0.476 
Bottom         1.697   1.697   1.697   1.697   1.697   1.697   1.697 
 
Total
Precast-top   -0.399  -0.316  -0.191  -0.102  -0.048  -0.031  -0.071 
Bottom         1.634   1.566   1.465   1.393   1.349   1.335   1.367 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.21 %)
             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    5.97   12.60   19.23   25.87   32.50
 
Prestress
Precast-top   -0.098  -0.427  -0.427  -0.427  -0.427  -0.427  -0.427  -0.427
Bottom         0.350   1.523   1.523   1.523   1.523   1.523   1.523   1.523
 
Self wt.
Precast-top   -0.000   0.059   0.075   0.143   0.267   0.356   0.410   0.428
Bottom        -0.000  -0.048  -0.061  -0.116  -0.217  -0.289  -0.333  -0.347
 
DL-Prec (DC)
Precast-top   -0.000   0.009   0.011   0.021   0.039   0.052   0.059   0.062
Bottom        -0.000  -0.007  -0.009  -0.017  -0.031  -0.042  -0.048  -0.050
 
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   0.001   0.003   0.005   0.006   0.008
Bottom        -0.000  -0.000  -0.001  -0.001  -0.002  -0.004  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.064   0.081   0.155   0.290   0.387   0.445   0.465
Bottom        -0.000  -0.052  -0.066  -0.126  -0.236  -0.314  -0.362  -0.377
 
DL-Comp (DC)
Precast-top   -0.000   0.004   0.005   0.009   0.018   0.023   0.027   0.028
Bottom        -0.000  -0.012  -0.015  -0.029  -0.055  -0.073  -0.084  -0.087
 
DL-Comp (DW)
Precast-top   -0.000   0.002   0.003   0.005   0.009   0.012   0.014   0.015
Bottom        -0.000  -0.006  -0.008  -0.015  -0.028  -0.038  -0.044  -0.046
 
LL+I(+)
Precast-top   -0.000   0.034   0.042   0.081   0.148   0.193   0.220   0.225
Bottom        -0.000  -0.105  -0.132  -0.251  -0.462  -0.602  -0.684  -0.701
 
Final 1 (P/S + DL + LL)
Precast-top   -0.098  -0.255  -0.210  -0.013   0.347   0.601   0.754   0.802 
Bottom         0.350   1.292   1.232   0.968   0.491   0.161  -0.035  -0.091 
 
Final 2 (P/S + DL)
Precast-top   -0.098  -0.289  -0.253  -0.093   0.199   0.408   0.534   0.577 
Bottom         0.350   1.397   1.364   1.219   0.953   0.763   0.648   0.609 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17   23.22
 
Beam-Self
Precast-top    0.077   0.160   0.285   0.374   0.427   0.445   0.405 
Bottom        -0.062  -0.130  -0.231  -0.304  -0.347  -0.362  -0.329 
 
Prestress
Precast-top   -0.476  -0.476  -0.476  -0.476  -0.476  -0.476  -0.476 
Bottom         1.697   1.697   1.697   1.697   1.697   1.697   1.697 
 
Total
Precast-top   -0.399  -0.316  -0.191  -0.102  -0.048  -0.031  -0.071 
Bottom         1.634   1.566   1.465   1.393   1.349   1.335   1.367 
 
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 = 10.21 %)
             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    5.97   12.60   19.23   25.87   32.50
 
Prestress
Precast-top   -0.098  -0.427  -0.427  -0.427  -0.427  -0.427  -0.427  -0.427
Bottom         0.350   1.523   1.523   1.523   1.523   1.523   1.523   1.523
 
Self wt.
Precast-top   -0.000   0.059   0.075   0.143   0.267   0.356   0.410   0.428
Bottom        -0.000  -0.048  -0.061  -0.116  -0.217  -0.289  -0.333  -0.347
 
DL-Prec (DC)
Precast-top   -0.000   0.009   0.011   0.021   0.039   0.052   0.059   0.062
Bottom        -0.000  -0.007  -0.009  -0.017  -0.031  -0.042  -0.048  -0.050
 
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   0.001   0.003   0.005   0.006   0.008
Bottom        -0.000  -0.000  -0.001  -0.001  -0.002  -0.004  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.064   0.081   0.155   0.290   0.387   0.445   0.465
Bottom        -0.000  -0.052  -0.066  -0.126  -0.236  -0.314  -0.362  -0.377
 
DL-Comp (DC)
Precast-top   -0.000   0.004   0.005   0.009   0.018   0.023   0.027   0.028
Bottom        -0.000  -0.012  -0.015  -0.029  -0.055  -0.073  -0.084  -0.087
 
DL-Comp (DW)
Precast-top   -0.000   0.002   0.003   0.005   0.009   0.012   0.014   0.015
Bottom        -0.000  -0.006  -0.008  -0.015  -0.028  -0.038  -0.044  -0.046
 
LL+I(+)
Precast-top   -0.000   0.027   0.034   0.065   0.119   0.155   0.176   0.180
Bottom        -0.000  -0.084  -0.106  -0.201  -0.370  -0.481  -0.547  -0.561
 
Final 1 (P/S + DL + LL)
Precast-top   -0.098  -0.262  -0.219  -0.029   0.318   0.563   0.710   0.757 
Bottom         0.350   1.313   1.259   1.019   0.584   0.282   0.101   0.049 
 

 
 
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    5.97   12.60   19.23   25.87   32.50
F_LL+I(+)
Precast-top   -0.000   0.024   0.030   0.057   0.100   0.130   0.142   0.135
Bottom        -0.000  -0.075  -0.094  -0.176  -0.312  -0.403  -0.443  -0.420
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Precast-top   -0.049  -0.120  -0.096   0.010   0.200   0.334   0.409   0.424 
Bottom         0.175   0.623   0.588   0.433   0.164  -0.022  -0.119  -0.115 
 

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
    296.7    6.5   68.1    0.444   0.0   6.00e-3 50.0    302.4     1.061    1.760      0.31
      0.0    0.3   67.9     41.9 0.149      27.2 0.87    12.00     0.092    1.605 
Transfer:   3.00
    279.6    6.5   68.1    2.001   0.0   3.17e-3 40.1    266.7     0.666    1.760      0.00
    565.7    1.4   67.4    189.0 0.142      44.0 1.42    12.00     0.092    1.763 
Critical:   6.27
    255.5    6.5   68.1    2.379   0.0   0.90e-3 32.2    195.6     0.366    1.760      0.00
   1265.3    1.7   67.3    189.0 0.130      88.4 2.86    12.00     0.092    1.925 
0.1L    :   6.63
    252.9    6.5   68.1    2.420   0.0   0.70e-3 31.5    183.9     0.335    1.625      0.00
   1339.5    1.7   67.2    189.0 0.129      97.1 3.14    12.00     0.092    1.944 
0.2L    :  13.27
    207.5    6.5   68.1    3.038   0.0   0.77e-3 31.7    136.7     0.252    0.620      0.00
   2418.8    2.2   67.0    189.0 0.106      93.9 3.05    24.00     0.092    1.868 
0.3L    :  19.90
    163.1    6.5   68.1    3.038   0.0   1.74e-3 35.1    117.1     0.245    0.413      0.00
   3137.6    2.2   67.0    189.0 0.083      64.1 2.08    24.00     0.092    1.442 
0.4L    :  26.53
    119.6    6.5   68.1    3.038   0.0   1.97e-3 35.9     73.1     0.158    0.413      0.00
   3490.1    2.2   67.0    189.0 0.061      59.7 1.94    24.00     0.092    1.892 
0.5L    :  33.17
     76.8    6.5   68.1    3.038   0.0   1.47e-3 34.1     15.0     0.092    0.413      0.00
   3488.7    2.2   67.0    189.0 0.039      70.3 2.28    24.00     0.092    3.219 
0.6L    :  39.80
    119.6    6.5   68.1    3.038   0.0   1.97e-3 35.9     73.1     0.158    0.413      0.00
   3490.1    2.2   67.0    189.0 0.061      59.7 1.94    24.00     0.092    1.892 
0.7L    :  46.43
    163.1    6.5   68.1    3.038   0.0   1.74e-3 35.1    117.1     0.245    0.413      0.00
   3137.6    2.2   67.0    189.0 0.083      64.1 2.08    24.00     0.092    1.442 
0.8L    :  53.06
    207.5    6.5   68.1    3.038   0.0   0.77e-3 31.7    136.7     0.252    0.620      0.00
   2418.8    2.2   67.0    189.0 0.106      93.9 3.05    24.00     0.092    1.868 
0.9L    :  59.70
    252.9    6.5   68.1    2.420   0.0   0.70e-3 31.5    183.9     0.335    1.625      0.00
   1339.5    1.7   67.2    189.0 0.129      97.1 3.14    12.00     0.092    1.944 
Critical:  60.06
    255.5    6.5   68.1    2.379   0.0   0.90e-3 32.2    195.6     0.366    1.760      0.00
   1265.3    1.7   67.3    189.0 0.130      88.4 2.86    12.00     0.092    1.925 
Transfer:  63.33
    279.6    6.5   68.1    2.001   0.0   3.17e-3 40.1    266.7     0.666    1.760      0.00
    565.7    1.4   67.4    189.0 0.142      44.0 1.42    12.00     0.092    1.763 
Bearing :  65.67
    296.7    6.5   68.1    0.444   0.0   6.00e-3 50.0    302.4     1.061    1.760      0.31
      0.0    0.3   67.9     41.9 0.149      27.2 0.87    12.00     0.092    1.605 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    1.19
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 3
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    296.7      4.85     68.11    0.32       67.95    24.00      0.300      0.867      0.000      0.000*
Transfer:      2.33
    279.6      4.61     68.11    1.42       67.40    24.00      0.300      0.787      0.000      1.760 
Critical:      5.61
    255.6      4.22     68.11    1.69       67.26    24.00      0.300      0.658      0.000      1.760 
0.1L    :      5.97
    252.9      4.18     68.11    1.72       67.25    24.00      0.300      0.643      0.000      1.625 
0.2L    :     12.60
    207.5      3.44     68.11    2.15       67.03    24.00      0.300      0.397      0.000      0.620 
0.3L    :     19.23
    163.1      2.70     68.11    2.15       67.03    24.00      0.300      0.151      0.000      0.413 
0.4L    :     25.87
    119.6      1.98     68.11    2.15       67.03    24.00      0.300      0.000      0.000      0.413 
0.5L    :     32.50
     76.8      1.27     68.11    2.15       67.03    24.00      0.300      0.000      0.000      0.413 
0.6L    :     39.13
    119.6      1.98     68.11    2.15       67.03    24.00      0.300      0.000      0.000      0.413 
0.7L    :     45.77
    163.1      2.70     68.11    2.15       67.03    24.00      0.300      0.151      0.000      0.413 
0.8L    :     52.40
    207.5      3.44     68.11    2.15       67.03    24.00      0.300      0.397      0.000      0.620 
0.9L    :     59.03
    252.9      4.18     68.11    1.72       67.25    24.00      0.300      0.643      0.000      1.625 
Critical:     59.39
    255.6      4.22     68.11    1.69       67.26    24.00      0.300      0.658      0.000      1.760 
Transfer:     62.67
    279.6      4.61     68.11    1.42       67.40    24.00      0.300      0.787      0.000      1.760 
Bearing :     65.00
    296.7      4.85     68.11    0.32       67.95    24.00      0.300      0.867      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.97 ft
Prestress      :       0.220  1.80      0.396  2.20      0.484
Self Wt.       :      -0.060  1.85     -0.111  2.40     -0.144
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          :       0.160            0.285            0.340
 
At 0.2 x L = 12.60 ft
Prestress      :       0.392  1.80      0.706  2.20      0.863
Self Wt.       :      -0.113  1.85     -0.209  2.40     -0.272
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          :       0.279            0.497            0.592
 
At 0.3 x L = 19.23 ft
Prestress      :       0.516  1.80      0.928  2.20      1.134
Self Wt.       :      -0.155  1.85     -0.287  2.40     -0.372
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          :       0.361            0.641            0.762
 
At 0.4 x L = 25.87 ft
Prestress      :       0.589  1.80      1.061  2.20      1.297
Self Wt.       :      -0.181  1.85     -0.336  2.40     -0.436
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          :       0.408            0.725            0.861
 
At 0.5 x L = 32.50 ft
Prestress      :       0.614  1.80      1.105  2.20      1.351
Self Wt.       :      -0.191  1.85     -0.353  2.40     -0.457
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          :       0.423            0.753            0.893
 
At 0.6 x L = 39.13 ft
Prestress      :       0.589  1.80      1.061  2.20      1.297
Self Wt.       :      -0.181  1.85     -0.336  2.40     -0.436
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          :       0.408            0.725            0.861
 
At 0.7 x L = 45.77 ft
Prestress      :       0.516  1.80      0.928  2.20      1.134
Self Wt.       :      -0.155  1.85     -0.287  2.40     -0.372
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          :       0.361            0.641            0.762
 
At 0.8 x L = 52.40 ft
Prestress      :       0.392  1.80      0.706  2.20      0.863
Self Wt.       :      -0.113  1.85     -0.209  2.40     -0.272
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          :       0.279            0.497            0.592
 
At 0.9 x L = 59.03 ft
Prestress      :       0.220  1.80      0.396  2.20      0.484
Self Wt.       :      -0.060  1.85     -0.111  2.40     -0.144
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          :       0.160            0.285            0.340
 

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
   559.1    68.1  2.001  268.1    1.7   1.42   3013.8  0.121T 1.00       -       -     -     -  
H/2     :   2.97
   703.0    68.1  2.074  268.1    1.7   1.47   3121.9  0.117T 1.00       -       -     -     -  
0.1L    :   5.97
  1339.5    68.1  2.420  267.8    2.0   1.72   3631.6  0.100T 1.00       -       -     -     -  
0.2L    :  12.60
  2483.9    68.1  3.038  267.2    2.5   2.15   4534.3  0.079T 1.00   4420.6  3303.6    1.03    -  
0.3L    :  19.23
  3265.7    68.1  3.038  267.2    2.5   2.15   4534.3  0.079T 1.00   4326.9  4326.9    1.05    -  
0.4L    :  25.87
  3730.1    68.1  3.038  267.2    2.5   2.15   4534.3  0.079T 1.00   4270.4  4270.4    1.06    -  
0.5L    :  32.50
  3852.7    68.1  3.038  267.2    2.5   2.15   4534.3  0.079T 1.00   4251.1  4251.1    1.07    -  
0.6L    :  39.13
  3730.1    68.1  3.038  267.2    2.5   2.15   4534.3  0.079T 1.00   4270.4  4270.4    1.06    -  
0.7L    :  45.77
  3265.7    68.1  3.038  267.2    2.5   2.15   4534.3  0.079T 1.00   4326.9  4326.9    1.05    -  
0.8L    :  52.40
  2483.9    68.1  3.038  267.2    2.5   2.15   4534.3  0.079T 1.00   4420.6  3303.6    1.03    -  
0.9L    :  59.03
  1339.5    68.1  2.420  267.8    2.0   1.72   3631.6  0.100T 1.00       -       -     -     -  
H/2     :  62.03
   703.0    68.1  2.074  268.1    1.7   1.47   3121.9  0.117T 1.00       -       -     -     -  
Transfer:  62.67
   559.1    68.1  2.001  268.1    1.7   1.42   3013.8  0.121T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 3; Groups 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.001
        M   2.00 Fb     0.186
 
  2   2 E   6.00 Ft    -0.047
        M   6.00 Fb     0.413
 
  3   2 E   6.00 Ft    -0.096
        M   6.00 Fb     0.639
 
  4   2 E   2.00 Ft    -0.172
        M   2.00 Fb     0.888
 
  5   2 E   2.00 Ft    -0.247
        M   2.00 Fb     1.137
 
  6   2 E   2.00 Ft    -0.323
        M   2.00 Fb     1.385
 
  7   2 E   2.00 Ft    -0.399
        M   2.00 Fb     1.634
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 66.33            Release Length, ft: 66.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.99 %               Final losses: 10.92 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             2.925       1.634     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.399     Trans  
      Precast Top w/ reinf. (tension)      -0.509           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.191   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)                  4534.29     3852.71     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   0.802     Midspan    2.250   0.577     Midspan
    Pre.Bot:   3.000   1.292    Transfer    2.250   1.397    Transfer
  Service III Limit State - Tensile Stresses Only
    Pre.Top:  -0.425  -0.262    Transfer
    Pre.Bot:  -0.425   0.049     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.424     Midspan
    Pre.Bot:                                                             2.000   0.623    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.614  1.80      1.105  2.20      1.351
Self Wt.       :      -0.191  1.85     -0.353  2.40     -0.457
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          :       0.423            0.753            0.893
 
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   65.00
     DC  Line       0.087      0.00       0.087   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    32.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.330 ft
Release length = 66.330 ft
Design  length = 65.000 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)  : 0.854   (Calculated)    
Live Moment (1  lane  loaded)  : 0.611   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.111   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.889   (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     5.97    12.60    19.23    25.87    32.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    811.1    823.9    823.9    823.9    823.9    823.9    823.9    823.9
  Yb      ,  in    28.63    28.24    28.24    28.24    28.24    28.24    28.24    28.24
  MI(Ixx) , in4   425175   433382   433382   433382   433382   433382   433382   433382
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1625.9   1638.2   1638.2   1638.2   1638.2   1638.2   1638.2   1638.2
  Yb      ,  in    48.02    47.68    47.68    47.68    47.68    47.68    47.68    47.68
  MI(Ixx) , in4  1036714  1061315  1061315  1061315  1061315  1061315  1061315  1061315

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.14 in):
    10 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.989 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.987 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.130 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)       
-------------------------------------------------------------------------------------
       928.620         740 687.179     13.774 55786.418   994.344     419.865        
 
 
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     16.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      16.6670     49.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      49.6631     52.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      52.1631     56.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      56.1631     59.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      59.1631     59.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      59.7050     65.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00      65.2050     65.7050     No
      2      US#6[M19]       60.00        0.88       6.00      65.7050     66.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50      66.2050     66.3300     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 66.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  3.14 in
         P_init    =      595.5 kips  Ecc = 25.61 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     7.81 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.216 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.39 ksi    0.00 ksi
    due to Composite Loads                                 -0.77 ksi    0.00 ksi
    due to Live Loads                                      -3.25 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                         6.71 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  7.81 ksi  ( 3.99 %)            13.60 ksi ( 6.94 %)
Total Prestress Losses                                    21.41 ksi (10.92 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    61.5    77.4   148.2   277.7   370.2   425.7   444.2
(Max)       V      27.3    25.4    24.8    22.3    16.7    11.2     5.6     0.0
DL-Prec.  : M       0.0     8.9    11.2    21.4    40.2    53.6    61.6    64.3
DC(Max)     V       4.0     3.7     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    66.9    84.1   161.0   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.0    24.2    18.2    12.1     6.1     0.0
Diaphragm : M       0.0     0.6     0.7     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    22.4    28.2    54.0   101.2   134.9   155.1   161.8
DC(Max)     V      10.0     9.2     9.0     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    11.7    14.7    28.2    52.8    70.4    81.0    84.5
DW(Max)     V       5.2     4.8     4.7     4.2     3.2     2.1     1.1     0.0
LL + I    : M+      0.0   194.9   245.0   465.6   857.1  1116.0  1268.3  1299.8
            V     114.2   108.4   106.8    99.4    84.0    68.6    49.1    33.7
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   114.2   108.4   106.8    99.4    84.6    70.5    56.9    43.7
            M       0.0   198.7   249.0   465.6   819.9  1042.9  1131.2  1091.9
Total     : M+      0.0   366.9   461.5   879.8  1633.7  2152.0  2460.6  2545.3
            V     190.6   179.3   176.3   161.8   130.9   100.0    64.9    34.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   190.6   179.3   176.3   161.8   131.5   101.9    72.7    44.0
            M       0.0   370.7   465.4   879.8  1596.5  2078.9  2323.5  2337.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.03   62.67   65.00
Self wt.  : M     425.7   370.2   277.7   148.2    77.4    61.5     0.0
(Max)       V       5.6    11.2    16.7    22.3    24.8    25.4    27.3
DL-Prec.  : M      61.6    53.6    40.2    21.4    11.2     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.6     3.7     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     462.5   402.2   301.7   161.0    84.1    66.9     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.0    27.6    29.7
Diaphragm : M       6.5     4.8     3.2     1.5     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     155.1   134.9   101.2    54.0    28.2    22.4     0.0
DC(Max)     V       2.0     4.1     6.1     8.1     9.0     9.2    10.0
DL-Comp   : M      81.0    70.4    52.8    28.2    14.7    11.7     0.0
DW(Max)     V       1.1     2.1     3.2     4.2     4.7     4.8     5.2
LL + I    : M+   1268.3  1116.0   857.1   465.6   245.0   194.9     0.0
            V      49.1    68.6    84.0    99.4   106.8   108.4   114.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    56.9    70.5    84.6    99.4   106.8   108.4   114.2
            M    1131.2  1042.9   819.9   465.6   249.0   198.7    -0.0
Total     : M+   2460.6  2152.0  1633.7   879.8   461.5   366.9     0.0
            V      64.9   100.0   130.9   161.8   176.3   179.3   190.6
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    72.7   101.9   131.5   161.8   176.3   179.3   190.6
            M    2323.5  2078.9  1596.5   879.8   465.4   370.7    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               27.3             27.3
Deck+Haunch            29.7             29.7
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.0              4.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           49.8             49.8
DL-Comp.(DW)           26.0             26.0
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    61.5    77.4   148.2   277.7   370.2   425.7   444.2
(Max)       V      27.3    25.4    24.8    22.3    16.7    11.2     5.6     0.0
DL-Prec.  : M       0.0     8.9    11.2    21.4    40.2    53.6    61.6    64.3
DC(Max)     V       4.0     3.7     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    66.9    84.1   161.0   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.0    24.2    18.2    12.1     6.1     0.0
Diaphragm : M       0.0     0.6     0.7     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    22.4    28.2    54.0   101.2   134.9   155.1   161.8
DC(Max)     V      10.0     9.2     9.0     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    11.7    14.7    28.2    52.8    70.4    81.0    84.5
DW(Max)     V       5.2     4.8     4.7     4.2     3.2     2.1     1.1     0.0
LL + I    : M+      0.0   155.9   196.0   372.4   685.7   892.8  1014.6  1039.9
            V      91.4    86.7    85.5    79.5    67.2    54.9    39.3    27.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    91.4    86.7    85.5    79.5    67.7    56.4    45.5    35.0
            M       0.0   159.0   199.2   372.4   655.9   834.3   904.9   873.5
Total     : M+      0.0   327.9   412.5   786.7  1462.3  1928.8  2206.9  2285.4
            V     167.8   157.7   154.9   141.9   114.1    86.2    55.1    27.2
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   167.8   157.7   154.9   141.9   114.6    87.8    61.3    35.2
            M       0.0   331.0   415.6   786.7  1432.6  1870.3  2097.2  2119.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.03   62.67   65.00
Self wt.  : M     425.7   370.2   277.7   148.2    77.4    61.5     0.0
(Max)       V       5.6    11.2    16.7    22.3    24.8    25.4    27.3
DL-Prec.  : M      61.6    53.6    40.2    21.4    11.2     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.6     3.7     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     462.5   402.2   301.7   161.0    84.1    66.9     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.0    27.6    29.7
Diaphragm : M       6.5     4.8     3.2     1.5     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     155.1   134.9   101.2    54.0    28.2    22.4     0.0
DC(Max)     V       2.0     4.1     6.1     8.1     9.0     9.2    10.0
DL-Comp   : M      81.0    70.4    52.8    28.2    14.7    11.7     0.0
DW(Max)     V       1.1     2.1     3.2     4.2     4.7     4.8     5.2
LL + I    : M+   1014.6   892.8   685.7   372.4   196.0   155.9     0.0
            V      39.3    54.9    67.2    79.5    85.5    86.7    91.4
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    45.5    56.4    67.7    79.5    85.5    86.7    91.4
            M     904.9   834.3   655.9   372.4   199.2   159.0    -0.0
Total     : M+   2206.9  1928.8  1462.3   786.7   412.5   327.9     0.0
            V      55.1    86.2   114.1   141.9   154.9   157.7   167.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    61.3    87.8   114.6   141.9   154.9   157.7   167.8
            M    2097.2  1870.3  1432.6   786.7   415.6   331.0    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    76.9    96.8   185.2   347.1   462.7   532.1   555.2
(Max)       V      34.2    31.7    31.0    27.9    20.9    13.9     7.0     0.0
Self wt.  : M       0.0    55.4    69.7   133.3   249.9   333.2   383.1   399.8
(Min)       V      24.6    22.8    22.4    20.1    15.1    10.0     5.0     0.0
DL-Prec.  : M       0.0    11.1    14.0    26.8    50.2    67.0    77.0    80.4
DC(Max)     V       4.9     4.6     4.5     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     8.0    10.1    19.3    36.2    48.2    55.4    57.9
DC(Min)     V       3.6     3.3     3.2     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    83.6   105.2   201.2   377.1   502.7   578.1   603.3
Haunch (Max)V      37.1    34.5    33.7    30.3    22.7    15.2     7.6     0.0
Deck +    : M       0.0    60.2    75.7   144.9   271.5   362.0   416.2   434.3
Haunch (Min)V      26.7    24.8    24.3    21.8    16.4    10.9     5.5     0.0
Diaphragm : M       0.0     0.7     0.9     1.9     3.9     6.0     8.1    10.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.7     1.3     2.8     4.3     5.8     7.3
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    28.0    35.3    67.5   126.4   168.6   193.8   202.3
DC(Max)     V      12.4    11.6    11.3    10.2     7.6     5.1     2.5     0.0
DL-Comp   : M       0.0    20.2    25.4    48.6    91.0   121.4   139.6   145.6
DC(Min)     V       9.0     8.3     8.1     7.3     5.5     3.7     1.8     0.0
DL-Comp   : M       0.0    17.6    22.1    42.3    79.2   105.6   121.5   126.8
DW(Max)     V       7.8     7.2     7.1     6.4     4.8     3.2     1.6     0.0
DL-Comp   : M       0.0     7.6     9.6    18.3    34.3    45.8    52.6    54.9
DW(Min)     V       3.4     3.1     3.1     2.8     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   341.1   428.8   814.7  1499.9  1953.0  2219.5  2274.7
            V     199.9   189.7   187.0   173.9   147.0   120.1    85.9    59.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   199.9   189.7   187.0   173.9   148.1   123.4    99.5    76.5
            M       0.0   347.7   435.7   814.7  1434.8  1825.0  1979.5  1910.7
Total     : M+      0.0   559.1   703.0  1339.5  2483.9  3265.7  3730.1  3852.7
            V     296.7   279.6   274.9   252.9   206.4   159.8   105.9    59.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   296.7   279.6   274.9   252.9   207.5   163.1   119.6    76.8
            M       0.0   565.7   710.0  1339.5  2418.8  3137.6  3490.1  3488.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.03   62.67   65.00
Self wt.  : M     532.1   462.7   347.1   185.2    96.8    76.9     0.0
(Max)       V       7.0    13.9    20.9    27.9    31.0    31.7    34.2
Self wt.  : M     383.1   333.2   249.9   133.3    69.7    55.4     0.0
(Min)       V       5.0    10.0    15.1    20.1    22.4    22.8    24.6
DL-Prec.  : M      77.0    67.0    50.2    26.8    14.0    11.1     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.5     4.6     4.9
DL-Prec.  : M      55.4    48.2    36.2    19.3    10.1     8.0     0.0
DC(Min)     V       0.7     1.5     2.2     2.9     3.2     3.3     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     578.1   502.7   377.1   201.2   105.2    83.6     0.0
Haunch (Max)V       7.6    15.2    22.7    30.3    33.7    34.5    37.1
Deck +    : M     416.2   362.0   271.5   144.9    75.7    60.2     0.0
Haunch (Min)V       5.5    10.9    16.4    21.8    24.3    24.8    26.7
Diaphragm : M       8.1     6.0     3.9     1.9     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       5.8     4.3     2.8     1.3     0.7     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     193.8   168.6   126.4    67.5    35.3    28.0     0.0
DC(Max)     V       2.5     5.1     7.6    10.2    11.3    11.6    12.4
DL-Comp   : M     139.6   121.4    91.0    48.6    25.4    20.2     0.0
DC(Min)     V       1.8     3.7     5.5     7.3     8.1     8.3     9.0
DL-Comp   : M     121.5   105.6    79.2    42.3    22.1    17.6     0.0
DW(Max)     V       1.6     3.2     4.8     6.4     7.1     7.2     7.8
DL-Comp   : M      52.6    45.8    34.3    18.3     9.6     7.6     0.0
DW(Min)     V       0.7     1.4     2.1     2.8     3.1     3.1     3.4
LL + I    : M+   2219.5  1953.0  1499.9   814.7   428.8   341.1     0.0
            V      85.9   120.1   147.0   173.9   187.0   189.7   199.9
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    99.5   123.4   148.1   173.9   187.0   189.7   199.9
            M    1979.5  1825.0  1434.8   814.7   435.7   347.7    -0.0
Total     : M+   3730.1  3265.7  2483.9  1339.5   703.0   559.1     0.0
            V     105.9   159.8   206.4   252.9   274.9   279.6   296.7
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   119.6   163.1   207.5   252.9   274.9   279.6   296.7
            M    3490.1  3137.6  2418.8  1339.5   710.0   565.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               34.2             34.2
Deck+Haunch            37.1             37.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            4.9              4.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.2             62.2
DL-Comp.(DW)           39.0             39.0
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    61.5    77.4   148.2   277.7   370.2   425.7   444.2
(Max)       V      27.3    25.4    24.8    22.3    16.7    11.2     5.6     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     8.9    11.2    21.4    40.2    53.6    61.6    64.3
DC(Max)     V       4.0     3.7     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    66.9    84.1   161.0   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.0    24.2    18.2    12.1     6.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.7     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    22.4    28.2    54.0   101.2   134.9   155.1   161.8
DC(Max)     V      10.0     9.2     9.0     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.7    14.7    28.2    52.8    70.4    81.0    84.5
DW(Max)     V       5.2     4.8     4.7     4.2     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   139.4   174.7   327.3   579.5   748.1   822.4   779.3
            V      92.7    87.7    86.3    79.8    66.9    52.5    39.6    30.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    92.7    87.7    86.3    79.8    66.9    54.1    42.3    32.7
            M       0.0   139.4   174.7   327.3   579.5   714.4   751.4   730.2
Total     : M+      0.0   311.4   391.2   741.5  1356.2  1784.1  2014.7  2024.8
            V     169.1   158.6   155.7   142.2   113.8    83.8    55.4    30.7
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   169.1   158.6   155.7   142.2   113.8    85.4    58.1    32.9
            M       0.0   311.4   391.2   741.5  1356.2  1750.4  1943.7  1975.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.03   62.67   65.00
Self wt.  : M     425.7   370.2   277.7   148.2    77.4    61.5     0.0
(Max)       V       5.6    11.2    16.7    22.3    24.8    25.4    27.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      61.6    53.6    40.2    21.4    11.2     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.6     3.7     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     462.5   402.2   301.7   161.0    84.1    66.9     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.0    27.6    29.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       6.5     4.8     3.2     1.5     0.7     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     155.1   134.9   101.2    54.0    28.2    22.4     0.0
DC(Max)     V       2.0     4.1     6.1     8.1     9.0     9.2    10.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      81.0    70.4    52.8    28.2    14.7    11.7     0.0
DW(Max)     V       1.1     2.1     3.2     4.2     4.7     4.8     5.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    822.4   748.1   579.5   327.3   174.7   139.4     0.0
            V      39.6    52.5    66.9    79.8    86.3    87.7    92.7
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    42.3    54.1    66.9    79.8    86.3    87.7    92.7
            M     751.4   714.4   579.5   327.3   174.7   139.4     0.0
Total     : M+   2014.7  1784.1  1356.2   741.5   391.2   311.4     0.0
            V      55.4    83.8   113.8   142.2   155.7   158.6   169.1
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    58.1    85.4   113.8   142.2   155.7   158.6   169.1
            M    1943.7  1750.4  1356.2   741.5   391.2   311.4     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17   23.22
 
Beam-Self
Precast-top    0.077   0.160   0.285   0.374   0.427   0.445   0.405 
Bottom        -0.062  -0.130  -0.231  -0.304  -0.347  -0.362  -0.329 
 
Prestress
Precast-top   -0.476  -0.476  -0.476  -0.476  -0.476  -0.476  -0.476 
Bottom         1.697   1.697   1.697   1.697   1.697   1.697   1.697 
 
Total
Precast-top   -0.399  -0.316  -0.191  -0.102  -0.048  -0.031  -0.071 
Bottom         1.634   1.566   1.465   1.393   1.349   1.335   1.367 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.21 %)
             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    5.97   12.60   19.23   25.87   32.50
 
Prestress
Precast-top   -0.098  -0.427  -0.427  -0.427  -0.427  -0.427  -0.427  -0.427
Bottom         0.350   1.523   1.523   1.523   1.523   1.523   1.523   1.523
 
Self wt.
Precast-top   -0.000   0.059   0.075   0.143   0.267   0.356   0.410   0.428
Bottom        -0.000  -0.048  -0.061  -0.116  -0.217  -0.289  -0.333  -0.347
 
DL-Prec (DC)
Precast-top   -0.000   0.009   0.011   0.021   0.039   0.052   0.059   0.062
Bottom        -0.000  -0.007  -0.009  -0.017  -0.031  -0.042  -0.048  -0.050
 
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   0.001   0.003   0.005   0.006   0.008
Bottom        -0.000  -0.000  -0.001  -0.001  -0.002  -0.004  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.064   0.081   0.155   0.290   0.387   0.445   0.465
Bottom        -0.000  -0.052  -0.066  -0.126  -0.236  -0.314  -0.362  -0.377
 
DL-Comp (DC)
Precast-top   -0.000   0.004   0.005   0.009   0.018   0.023   0.027   0.028
Bottom        -0.000  -0.012  -0.015  -0.029  -0.055  -0.073  -0.084  -0.087
 
DL-Comp (DW)
Precast-top   -0.000   0.002   0.003   0.005   0.009   0.012   0.014   0.015
Bottom        -0.000  -0.006  -0.008  -0.015  -0.028  -0.038  -0.044  -0.046
 
LL+I(+)
Precast-top   -0.000   0.034   0.042   0.081   0.148   0.193   0.220   0.225
Bottom        -0.000  -0.105  -0.132  -0.251  -0.462  -0.602  -0.684  -0.701
 
Final 1 (P/S + DL + LL)
Precast-top   -0.098  -0.255  -0.210  -0.013   0.347   0.601   0.754   0.802 
Bottom         0.350   1.292   1.232   0.968   0.491   0.161  -0.035  -0.091 
 
Final 2 (P/S + DL)
Precast-top   -0.098  -0.289  -0.253  -0.093   0.199   0.408   0.534   0.577 
Bottom         0.350   1.397   1.364   1.219   0.953   0.763   0.648   0.609 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17   23.22
 
Beam-Self
Precast-top    0.077   0.160   0.285   0.374   0.427   0.445   0.405 
Bottom        -0.062  -0.130  -0.231  -0.304  -0.347  -0.362  -0.329 
 
Prestress
Precast-top   -0.476  -0.476  -0.476  -0.476  -0.476  -0.476  -0.476 
Bottom         1.697   1.697   1.697   1.697   1.697   1.697   1.697 
 
Total
Precast-top   -0.399  -0.316  -0.191  -0.102  -0.048  -0.031  -0.071 
Bottom         1.634   1.566   1.465   1.393   1.349   1.335   1.367 
 
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 = 10.21 %)
             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    5.97   12.60   19.23   25.87   32.50
 
Prestress
Precast-top   -0.098  -0.427  -0.427  -0.427  -0.427  -0.427  -0.427  -0.427
Bottom         0.350   1.523   1.523   1.523   1.523   1.523   1.523   1.523
 
Self wt.
Precast-top   -0.000   0.059   0.075   0.143   0.267   0.356   0.410   0.428
Bottom        -0.000  -0.048  -0.061  -0.116  -0.217  -0.289  -0.333  -0.347
 
DL-Prec (DC)
Precast-top   -0.000   0.009   0.011   0.021   0.039   0.052   0.059   0.062
Bottom        -0.000  -0.007  -0.009  -0.017  -0.031  -0.042  -0.048  -0.050
 
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   0.001   0.003   0.005   0.006   0.008
Bottom        -0.000  -0.000  -0.001  -0.001  -0.002  -0.004  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.064   0.081   0.155   0.290   0.387   0.445   0.465
Bottom        -0.000  -0.052  -0.066  -0.126  -0.236  -0.314  -0.362  -0.377
 
DL-Comp (DC)
Precast-top   -0.000   0.004   0.005   0.009   0.018   0.023   0.027   0.028
Bottom        -0.000  -0.012  -0.015  -0.029  -0.055  -0.073  -0.084  -0.087
 
DL-Comp (DW)
Precast-top   -0.000   0.002   0.003   0.005   0.009   0.012   0.014   0.015
Bottom        -0.000  -0.006  -0.008  -0.015  -0.028  -0.038  -0.044  -0.046
 
LL+I(+)
Precast-top   -0.000   0.027   0.034   0.065   0.119   0.155   0.176   0.180
Bottom        -0.000  -0.084  -0.106  -0.201  -0.370  -0.481  -0.547  -0.561
 
Final 1 (P/S + DL + LL)
Precast-top   -0.098  -0.262  -0.219  -0.029   0.318   0.563   0.710   0.757 
Bottom         0.350   1.313   1.259   1.019   0.584   0.282   0.101   0.049 
 

 
 
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    5.97   12.60   19.23   25.87   32.50
F_LL+I(+)
Precast-top   -0.000   0.024   0.030   0.057   0.100   0.130   0.142   0.135
Bottom        -0.000  -0.075  -0.094  -0.176  -0.312  -0.403  -0.443  -0.420
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Precast-top   -0.049  -0.120  -0.096   0.010   0.200   0.334   0.409   0.424 
Bottom         0.175   0.623   0.588   0.433   0.164  -0.022  -0.119  -0.115 
 

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
    296.7    6.5   68.1    0.444   0.0   6.00e-3 50.0    302.4     1.061    1.760      0.31
      0.0    0.3   67.9     41.9 0.149      27.2 0.87    12.00     0.092    1.605 
Transfer:   3.00
    279.6    6.5   68.1    2.001   0.0   3.17e-3 40.1    266.7     0.666    1.760      0.00
    565.7    1.4   67.4    189.0 0.142      44.0 1.42    12.00     0.092    1.763 
Critical:   6.27
    255.5    6.5   68.1    2.379   0.0   0.90e-3 32.2    195.6     0.366    1.760      0.00
   1265.3    1.7   67.3    189.0 0.130      88.4 2.86    12.00     0.092    1.925 
0.1L    :   6.63
    252.9    6.5   68.1    2.420   0.0   0.70e-3 31.5    183.9     0.335    1.625      0.00
   1339.5    1.7   67.2    189.0 0.129      97.1 3.14    12.00     0.092    1.944 
0.2L    :  13.27
    207.5    6.5   68.1    3.038   0.0   0.77e-3 31.7    136.7     0.252    0.620      0.00
   2418.8    2.2   67.0    189.0 0.106      93.9 3.05    24.00     0.092    1.868 
0.3L    :  19.90
    163.1    6.5   68.1    3.038   0.0   1.74e-3 35.1    117.1     0.245    0.413      0.00
   3137.6    2.2   67.0    189.0 0.083      64.1 2.08    24.00     0.092    1.442 
0.4L    :  26.53
    119.6    6.5   68.1    3.038   0.0   1.97e-3 35.9     73.1     0.158    0.413      0.00
   3490.1    2.2   67.0    189.0 0.061      59.7 1.94    24.00     0.092    1.892 
0.5L    :  33.17
     76.8    6.5   68.1    3.038   0.0   1.47e-3 34.1     15.0     0.092    0.413      0.00
   3488.7    2.2   67.0    189.0 0.039      70.3 2.28    24.00     0.092    3.219 
0.6L    :  39.80
    119.6    6.5   68.1    3.038   0.0   1.97e-3 35.9     73.1     0.158    0.413      0.00
   3490.1    2.2   67.0    189.0 0.061      59.7 1.94    24.00     0.092    1.892 
0.7L    :  46.43
    163.1    6.5   68.1    3.038   0.0   1.74e-3 35.1    117.1     0.245    0.413      0.00
   3137.6    2.2   67.0    189.0 0.083      64.1 2.08    24.00     0.092    1.442 
0.8L    :  53.06
    207.5    6.5   68.1    3.038   0.0   0.77e-3 31.7    136.7     0.252    0.620      0.00
   2418.8    2.2   67.0    189.0 0.106      93.9 3.05    24.00     0.092    1.868 
0.9L    :  59.70
    252.9    6.5   68.1    2.420   0.0   0.70e-3 31.5    183.9     0.335    1.625      0.00
   1339.5    1.7   67.2    189.0 0.129      97.1 3.14    12.00     0.092    1.944 
Critical:  60.06
    255.5    6.5   68.1    2.379   0.0   0.90e-3 32.2    195.6     0.366    1.760      0.00
   1265.3    1.7   67.3    189.0 0.130      88.4 2.86    12.00     0.092    1.925 
Transfer:  63.33
    279.6    6.5   68.1    2.001   0.0   3.17e-3 40.1    266.7     0.666    1.760      0.00
    565.7    1.4   67.4    189.0 0.142      44.0 1.42    12.00     0.092    1.763 
Bearing :  65.67
    296.7    6.5   68.1    0.444   0.0   6.00e-3 50.0    302.4     1.061    1.760      0.31
      0.0    0.3   67.9     41.9 0.149      27.2 0.87    12.00     0.092    1.605 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    1.19
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 4
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    296.7      4.85     68.11    0.32       67.95    24.00      0.300      0.867      0.000      0.000*
Transfer:      2.33
    279.6      4.61     68.11    1.42       67.40    24.00      0.300      0.787      0.000      1.760 
Critical:      5.61
    255.6      4.22     68.11    1.69       67.26    24.00      0.300      0.658      0.000      1.760 
0.1L    :      5.97
    252.9      4.18     68.11    1.72       67.25    24.00      0.300      0.643      0.000      1.625 
0.2L    :     12.60
    207.5      3.44     68.11    2.15       67.03    24.00      0.300      0.397      0.000      0.620 
0.3L    :     19.23
    163.1      2.70     68.11    2.15       67.03    24.00      0.300      0.151      0.000      0.413 
0.4L    :     25.87
    119.6      1.98     68.11    2.15       67.03    24.00      0.300      0.000      0.000      0.413 
0.5L    :     32.50
     76.8      1.27     68.11    2.15       67.03    24.00      0.300      0.000      0.000      0.413 
0.6L    :     39.13
    119.6      1.98     68.11    2.15       67.03    24.00      0.300      0.000      0.000      0.413 
0.7L    :     45.77
    163.1      2.70     68.11    2.15       67.03    24.00      0.300      0.151      0.000      0.413 
0.8L    :     52.40
    207.5      3.44     68.11    2.15       67.03    24.00      0.300      0.397      0.000      0.620 
0.9L    :     59.03
    252.9      4.18     68.11    1.72       67.25    24.00      0.300      0.643      0.000      1.625 
Critical:     59.39
    255.6      4.22     68.11    1.69       67.26    24.00      0.300      0.658      0.000      1.760 
Transfer:     62.67
    279.6      4.61     68.11    1.42       67.40    24.00      0.300      0.787      0.000      1.760 
Bearing :     65.00
    296.7      4.85     68.11    0.32       67.95    24.00      0.300      0.867      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.97 ft
Prestress      :       0.220  1.80      0.396  2.20      0.484
Self Wt.       :      -0.060  1.85     -0.111  2.40     -0.144
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          :       0.160            0.285            0.340
 
At 0.2 x L = 12.60 ft
Prestress      :       0.392  1.80      0.706  2.20      0.863
Self Wt.       :      -0.113  1.85     -0.209  2.40     -0.272
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          :       0.279            0.497            0.592
 
At 0.3 x L = 19.23 ft
Prestress      :       0.516  1.80      0.928  2.20      1.134
Self Wt.       :      -0.155  1.85     -0.287  2.40     -0.372
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          :       0.361            0.641            0.762
 
At 0.4 x L = 25.87 ft
Prestress      :       0.589  1.80      1.061  2.20      1.297
Self Wt.       :      -0.181  1.85     -0.336  2.40     -0.436
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          :       0.408            0.725            0.861
 
At 0.5 x L = 32.50 ft
Prestress      :       0.614  1.80      1.105  2.20      1.351
Self Wt.       :      -0.191  1.85     -0.353  2.40     -0.457
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          :       0.423            0.753            0.893
 
At 0.6 x L = 39.13 ft
Prestress      :       0.589  1.80      1.061  2.20      1.297
Self Wt.       :      -0.181  1.85     -0.336  2.40     -0.436
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          :       0.408            0.725            0.861
 
At 0.7 x L = 45.77 ft
Prestress      :       0.516  1.80      0.928  2.20      1.134
Self Wt.       :      -0.155  1.85     -0.287  2.40     -0.372
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          :       0.361            0.641            0.762
 
At 0.8 x L = 52.40 ft
Prestress      :       0.392  1.80      0.706  2.20      0.863
Self Wt.       :      -0.113  1.85     -0.209  2.40     -0.272
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          :       0.279            0.497            0.592
 
At 0.9 x L = 59.03 ft
Prestress      :       0.220  1.80      0.396  2.20      0.484
Self Wt.       :      -0.060  1.85     -0.111  2.40     -0.144
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          :       0.160            0.285            0.340
 

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
   559.1    68.1  2.001  268.1    1.7   1.42   3013.8  0.121T 1.00       -       -     -     -  
H/2     :   2.97
   703.0    68.1  2.074  268.1    1.7   1.47   3121.9  0.117T 1.00       -       -     -     -  
0.1L    :   5.97
  1339.5    68.1  2.420  267.8    2.0   1.72   3631.6  0.100T 1.00       -       -     -     -  
0.2L    :  12.60
  2483.9    68.1  3.038  267.2    2.5   2.15   4534.3  0.079T 1.00   4420.6  3303.6    1.03    -  
0.3L    :  19.23
  3265.7    68.1  3.038  267.2    2.5   2.15   4534.3  0.079T 1.00   4326.9  4326.9    1.05    -  
0.4L    :  25.87
  3730.1    68.1  3.038  267.2    2.5   2.15   4534.3  0.079T 1.00   4270.4  4270.4    1.06    -  
0.5L    :  32.50
  3852.7    68.1  3.038  267.2    2.5   2.15   4534.3  0.079T 1.00   4251.1  4251.1    1.07    -  
0.6L    :  39.13
  3730.1    68.1  3.038  267.2    2.5   2.15   4534.3  0.079T 1.00   4270.4  4270.4    1.06    -  
0.7L    :  45.77
  3265.7    68.1  3.038  267.2    2.5   2.15   4534.3  0.079T 1.00   4326.9  4326.9    1.05    -  
0.8L    :  52.40
  2483.9    68.1  3.038  267.2    2.5   2.15   4534.3  0.079T 1.00   4420.6  3303.6    1.03    -  
0.9L    :  59.03
  1339.5    68.1  2.420  267.8    2.0   1.72   3631.6  0.100T 1.00       -       -     -     -  
H/2     :  62.03
   703.0    68.1  2.074  268.1    1.7   1.47   3121.9  0.117T 1.00       -       -     -     -  
Transfer:  62.67
   559.1    68.1  2.001  268.1    1.7   1.42   3013.8  0.121T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 4; Groups 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.001
        M   2.00 Fb     0.186
 
  2   2 E   6.00 Ft    -0.047
        M   6.00 Fb     0.413
 
  3   2 E   6.00 Ft    -0.096
        M   6.00 Fb     0.639
 
  4   2 E   2.00 Ft    -0.172
        M   2.00 Fb     0.888
 
  5   2 E   2.00 Ft    -0.247
        M   2.00 Fb     1.137
 
  6   2 E   2.00 Ft    -0.323
        M   2.00 Fb     1.385
 
  7   2 E   2.00 Ft    -0.399
        M   2.00 Fb     1.634
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 66.33            Release Length, ft: 66.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.99 %               Final losses: 10.92 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             2.925       1.634     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.399     Trans  
      Precast Top w/ reinf. (tension)      -0.509           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.191   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)                  4534.29     3852.71     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   0.802     Midspan    2.250   0.577     Midspan
    Pre.Bot:   3.000   1.292    Transfer    2.250   1.397    Transfer
  Service III Limit State - Tensile Stresses Only
    Pre.Top:  -0.425  -0.262    Transfer
    Pre.Bot:  -0.425   0.049     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.424     Midspan
    Pre.Bot:                                                             2.000   0.623    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.614  1.80      1.105  2.20      1.351
Self Wt.       :      -0.191  1.85     -0.353  2.40     -0.457
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          :       0.423            0.753            0.893
 
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   65.00
     DC  Line       0.076      0.00       0.076   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    32.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.330 ft
Release length = 66.330 ft
Design  length = 65.000 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)  : 0.836   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.883   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.973   (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     5.97    12.60    19.23    25.87    32.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    811.1    823.9    823.9    823.9    823.9    823.9    823.9    823.9
  Yb      ,  in    28.63    28.24    28.24    28.24    28.24    28.24    28.24    28.24
  MI(Ixx) , in4   425175   433382   433382   433382   433382   433382   433382   433382
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1528.7   1541.0   1541.0   1541.0   1541.0   1541.0   1541.0   1541.0
  Yb      ,  in    46.78    46.44    46.44    46.44    46.44    46.44    46.44    46.44
  MI(Ixx) , in4   997483  1020742  1020742  1020742  1020742  1020742  1020742  1020742

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.14 in):
    10 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.959 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.948 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.130 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)       
-------------------------------------------------------------------------------------
       928.620         740 687.179     13.774 55786.418   994.344     419.865        
 
 
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     16.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      16.6670     49.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      49.6631     52.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      52.1631     56.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      56.1631     59.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      59.1631     59.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      59.7050     65.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00      65.2050     65.7050     No
      2      US#6[M19]       60.00        0.88       6.00      65.7050     66.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50      66.2050     66.3300     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 66.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  3.14 in
         P_init    =      595.5 kips  Ecc = 25.61 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     7.81 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.216 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.10 ksi    0.00 ksi
    due to Composite Loads                                 -0.78 ksi    0.00 ksi
    due to Live Loads                                      -3.21 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         6.71 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  7.81 ksi  ( 3.99 %)            13.92 ksi ( 7.10 %)
Total Prestress Losses                                    21.73 ksi (11.09 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.3 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 : 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    61.5    77.4   148.2   277.7   370.2   425.7   444.2
(Max)       V      27.3    25.4    24.8    22.3    16.7    11.2     5.6     0.0
DL-Prec.  : M       0.0     8.1    10.2    19.6    36.7    48.9    56.3    58.7
DC(Max)     V       3.6     3.4     3.3     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    58.9    74.1   141.8   265.7   354.2   407.3   425.0
Haunch (Max)V      26.2    24.3    23.8    21.4    16.0    10.7     5.3     0.0
Diaphragm : M       0.0     0.3     0.4     0.7     1.6     2.4     3.2     4.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    22.4    28.2    54.0   101.2   134.9   155.1   161.8
DC(Max)     V      10.0     9.2     9.0     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    11.7    14.7    28.2    52.8    70.4    81.0    84.5
DW(Max)     V       5.2     4.8     4.7     4.2     3.2     2.1     1.1     0.0
LL + I    : M+      0.0   190.8   239.8   455.6   838.8  1092.2  1241.2  1272.1
            V     100.0    94.9    93.5    87.0    73.5    60.1    43.0    29.5
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   100.0    94.9    93.5    87.0    74.1    61.8    49.8    38.3
            M       0.0   194.5   243.7   455.6   802.4  1020.6  1107.0  1068.6
Total     : M+      0.0   353.7   444.9   848.0  1574.4  2073.2  2369.8  2450.4
            V     172.4   162.1   159.3   146.1   117.9    89.7    57.9    29.7
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   172.4   162.1   159.3   146.1   118.5    91.4    64.7    38.4
            M       0.0   357.4   448.8   848.0  1538.0  2001.6  2235.6  2246.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.03   62.67   65.00
Self wt.  : M     425.7   370.2   277.7   148.2    77.4    61.5     0.0
(Max)       V       5.6    11.2    16.7    22.3    24.8    25.4    27.3
DL-Prec.  : M      56.3    48.9    36.7    19.6    10.2     8.1     0.0
DC(Max)     V       0.7     1.5     2.2     2.9     3.3     3.4     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     407.3   354.2   265.7   141.8    74.1    58.9     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    23.8    24.3    26.2
Diaphragm : M       3.2     2.4     1.6     0.7     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     155.1   134.9   101.2    54.0    28.2    22.4     0.0
DC(Max)     V       2.0     4.1     6.1     8.1     9.0     9.2    10.0
DL-Comp   : M      81.0    70.4    52.8    28.2    14.7    11.7     0.0
DW(Max)     V       1.1     2.1     3.2     4.2     4.7     4.8     5.2
LL + I    : M+   1241.2  1092.2   838.8   455.6   239.8   190.8     0.0
            V      43.0    60.1    73.5    87.0    93.5    94.9   100.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    49.8    61.8    74.1    87.0    93.5    94.9   100.0
            M    1107.0  1020.6   802.4   455.6   243.7   194.5    -0.0
Total     : M+   2369.8  2073.2  1574.4   848.0   444.9   353.7     0.0
            V      57.9    89.7   117.9   146.1   159.3   162.1   172.4
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    64.7    91.4   118.5   146.1   159.3   162.1   172.4
            M    2235.6  2001.6  1538.0   848.0   448.8   357.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               27.3             27.3
Deck+Haunch            26.2             26.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.6              3.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           49.8             49.8
DL-Comp.(DW)           26.0             26.0
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    61.5    77.4   148.2   277.7   370.2   425.7   444.2
(Max)       V      27.3    25.4    24.8    22.3    16.7    11.2     5.6     0.0
DL-Prec.  : M       0.0     8.1    10.2    19.6    36.7    48.9    56.3    58.7
DC(Max)     V       3.6     3.4     3.3     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    58.9    74.1   141.8   265.7   354.2   407.3   425.0
Haunch (Max)V      26.2    24.3    23.8    21.4    16.0    10.7     5.3     0.0
Diaphragm : M       0.0     0.3     0.4     0.7     1.6     2.4     3.2     4.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    22.4    28.2    54.0   101.2   134.9   155.1   161.8
DC(Max)     V      10.0     9.2     9.0     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    11.7    14.7    28.2    52.8    70.4    81.0    84.5
DW(Max)     V       5.2     4.8     4.7     4.2     3.2     2.1     1.1     0.0
LL + I    : M+      0.0   152.6   191.8   364.5   671.0   873.8   993.0  1017.7
            V      80.0    75.9    74.8    69.6    58.8    48.1    34.4    23.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    80.0    75.9    74.8    69.6    59.3    49.4    39.8    30.6
            M       0.0   155.6   194.9   364.5   641.9   816.5   885.6   854.9
Total     : M+      0.0   315.6   396.9   756.9  1406.7  1854.8  2121.6  2196.0
            V     152.4   143.1   140.6   128.7   103.2    77.7    49.3    23.8
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   152.4   143.1   140.6   128.7   103.7    79.0    54.7    30.7
            M       0.0   318.5   400.0   756.9  1377.5  1797.5  2014.2  2033.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.03   62.67   65.00
Self wt.  : M     425.7   370.2   277.7   148.2    77.4    61.5     0.0
(Max)       V       5.6    11.2    16.7    22.3    24.8    25.4    27.3
DL-Prec.  : M      56.3    48.9    36.7    19.6    10.2     8.1     0.0
DC(Max)     V       0.7     1.5     2.2     2.9     3.3     3.4     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     407.3   354.2   265.7   141.8    74.1    58.9     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    23.8    24.3    26.2
Diaphragm : M       3.2     2.4     1.6     0.7     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     155.1   134.9   101.2    54.0    28.2    22.4     0.0
DC(Max)     V       2.0     4.1     6.1     8.1     9.0     9.2    10.0
DL-Comp   : M      81.0    70.4    52.8    28.2    14.7    11.7     0.0
DW(Max)     V       1.1     2.1     3.2     4.2     4.7     4.8     5.2
LL + I    : M+    993.0   873.8   671.0   364.5   191.8   152.6     0.0
            V      34.4    48.1    58.8    69.6    74.8    75.9    80.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    39.8    49.4    59.3    69.6    74.8    75.9    80.0
            M     885.6   816.5   641.9   364.5   194.9   155.6    -0.0
Total     : M+   2121.6  1854.8  1406.7   756.9   396.9   315.6     0.0
            V      49.3    77.7   103.2   128.7   140.6   143.1   152.4
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    54.7    79.0   103.7   128.7   140.6   143.1   152.4
            M    2014.2  1797.5  1377.5   756.9   400.0   318.5    -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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    76.9    96.8   185.2   347.1   462.7   532.1   555.2
(Max)       V      34.2    31.7    31.0    27.9    20.9    13.9     7.0     0.0
Self wt.  : M       0.0    55.4    69.7   133.3   249.9   333.2   383.1   399.8
(Min)       V      24.6    22.8    22.4    20.1    15.1    10.0     5.0     0.0
DL-Prec.  : M       0.0    10.2    12.8    24.5    45.9    61.2    70.3    73.4
DC(Max)     V       4.5     4.2     4.1     3.7     2.8     1.8     0.9     0.0
DL-Prec.  : M       0.0     7.3     9.2    17.6    33.0    44.0    50.6    52.8
DC(Min)     V       3.3     3.0     3.0     2.7     2.0     1.3     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    73.6    92.6   177.2   332.1   442.8   509.2   531.3
Haunch (Max)V      32.7    30.3    29.7    26.7    20.0    13.3     6.7     0.0
Deck +    : M       0.0    53.0    66.7   127.6   239.1   318.8   366.6   382.5
Haunch (Min)V      23.5    21.8    21.4    19.2    14.4     9.6     4.8     0.0
Diaphragm : M       0.0     0.4     0.5     0.9     2.0     3.0     4.0     5.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.7     1.4     2.2     2.9     3.7
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.0    35.3    67.5   126.4   168.6   193.8   202.3
DC(Max)     V      12.4    11.6    11.3    10.2     7.6     5.1     2.5     0.0
DL-Comp   : M       0.0    20.2    25.4    48.6    91.0   121.4   139.6   145.6
DC(Min)     V       9.0     8.3     8.1     7.3     5.5     3.7     1.8     0.0
DL-Comp   : M       0.0    17.6    22.1    42.3    79.2   105.6   121.5   126.8
DW(Max)     V       7.8     7.2     7.1     6.4     4.8     3.2     1.6     0.0
DL-Comp   : M       0.0     7.6     9.6    18.3    34.3    45.8    52.6    54.9
DW(Min)     V       3.4     3.1     3.1     2.8     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   333.9   419.6   797.4  1467.9  1911.4  2172.2  2226.2
            V     175.0   166.1   163.7   152.2   128.7   105.2    75.2    51.7
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   175.0   166.1   163.7   152.2   129.7   108.1    87.2    67.0
            M       0.0   340.3   426.4   797.4  1404.2  1786.1  1937.3  1870.0
Total     : M+      0.0   540.5   679.7  1294.9  2400.6  3155.2  3603.1  3720.2
            V     266.8   251.3   247.1   227.2   185.0   142.7    94.1    51.9
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   266.8   251.3   247.1   227.2   185.9   145.6   106.0    67.1
            M       0.0   546.9   686.5  1294.9  2336.9  3029.9  3368.3  3364.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.03   62.67   65.00
Self wt.  : M     532.1   462.7   347.1   185.2    96.8    76.9     0.0
(Max)       V       7.0    13.9    20.9    27.9    31.0    31.7    34.2
Self wt.  : M     383.1   333.2   249.9   133.3    69.7    55.4     0.0
(Min)       V       5.0    10.0    15.1    20.1    22.4    22.8    24.6
DL-Prec.  : M      70.3    61.2    45.9    24.5    12.8    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.1     4.2     4.5
DL-Prec.  : M      50.6    44.0    33.0    17.6     9.2     7.3     0.0
DC(Min)     V       0.7     1.3     2.0     2.7     3.0     3.0     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     509.2   442.8   332.1   177.2    92.6    73.6     0.0
Haunch (Max)V       6.7    13.3    20.0    26.7    29.7    30.3    32.7
Deck +    : M     366.6   318.8   239.1   127.6    66.7    53.0     0.0
Haunch (Min)V       4.8     9.6    14.4    19.2    21.4    21.8    23.5
Diaphragm : M       4.0     3.0     2.0     0.9     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.9     2.2     1.4     0.7     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     193.8   168.6   126.4    67.5    35.3    28.0     0.0
DC(Max)     V       2.5     5.1     7.6    10.2    11.3    11.6    12.4
DL-Comp   : M     139.6   121.4    91.0    48.6    25.4    20.2     0.0
DC(Min)     V       1.8     3.7     5.5     7.3     8.1     8.3     9.0
DL-Comp   : M     121.5   105.6    79.2    42.3    22.1    17.6     0.0
DW(Max)     V       1.6     3.2     4.8     6.4     7.1     7.2     7.8
DL-Comp   : M      52.6    45.8    34.3    18.3     9.6     7.6     0.0
DW(Min)     V       0.7     1.4     2.1     2.8     3.1     3.1     3.4
LL + I    : M+   2172.2  1911.4  1467.9   797.4   419.6   333.9     0.0
            V      75.2   105.2   128.7   152.2   163.7   166.1   175.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    87.2   108.1   129.7   152.2   163.7   166.1   175.0
            M    1937.3  1786.1  1404.2   797.4   426.4   340.3    -0.0
Total     : M+   3603.1  3155.2  2400.6  1294.9   679.7   540.5     0.0
            V      94.1   142.7   185.0   227.2   247.1   251.3   266.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   106.0   145.6   185.9   227.2   247.1   251.3   266.8
            M    3368.3  3029.9  2336.9  1294.9   686.5   546.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               34.2             34.2
Deck+Haunch            32.7             32.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            4.5              4.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.2             62.2
DL-Comp.(DW)           39.0             39.0
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    61.5    77.4   148.2   277.7   370.2   425.7   444.2
(Max)       V      27.3    25.4    24.8    22.3    16.7    11.2     5.6     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     8.1    10.2    19.6    36.7    48.9    56.3    58.7
DC(Max)     V       3.6     3.4     3.3     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    58.9    74.1   141.8   265.7   354.2   407.3   425.0
Haunch (Max)V      26.2    24.3    23.8    21.4    16.0    10.7     5.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.4     0.7     1.6     2.4     3.2     4.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    22.4    28.2    54.0   101.2   134.9   155.1   161.8
DC(Max)     V      10.0     9.2     9.0     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.7    14.7    28.2    52.8    70.4    81.0    84.5
DW(Max)     V       5.2     4.8     4.7     4.2     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   182.6   228.8   428.7   759.1   979.9  1077.2  1020.8
            V     101.5    95.9    94.4    87.4    73.3    57.5    43.4    33.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   101.5    95.9    94.4    87.4    73.3    59.2    46.3    35.8
            M       0.0   182.6   228.8   428.7   759.1   935.7   984.2   956.4
Total     : M+      0.0   345.5   433.9   821.1  1494.7  1960.9  2205.8  2199.1
            V     173.8   163.1   160.2   146.5   117.6    87.1    58.2    33.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   173.8   163.1   160.2   146.5   117.6    88.8    61.1    35.9
            M       0.0   345.5   433.9   821.1  1494.7  1916.7  2112.7  2134.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.03   62.67   65.00
Self wt.  : M     425.7   370.2   277.7   148.2    77.4    61.5     0.0
(Max)       V       5.6    11.2    16.7    22.3    24.8    25.4    27.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      56.3    48.9    36.7    19.6    10.2     8.1     0.0
DC(Max)     V       0.7     1.5     2.2     2.9     3.3     3.4     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     407.3   354.2   265.7   141.8    74.1    58.9     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    23.8    24.3    26.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       3.2     2.4     1.6     0.7     0.4     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     155.1   134.9   101.2    54.0    28.2    22.4     0.0
DC(Max)     V       2.0     4.1     6.1     8.1     9.0     9.2    10.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      81.0    70.4    52.8    28.2    14.7    11.7     0.0
DW(Max)     V       1.1     2.1     3.2     4.2     4.7     4.8     5.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1077.2   979.9   759.1   428.7   228.8   182.6     0.0
            V      43.4    57.5    73.3    87.4    94.4    95.9   101.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    46.3    59.2    73.3    87.4    94.4    95.9   101.5
            M     984.2   935.7   759.1   428.7   228.8   182.6     0.0
Total     : M+   2205.8  1960.9  1494.7   821.1   433.9   345.5     0.0
            V      58.2    87.1   117.6   146.5   160.2   163.1   173.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    61.1    88.8   117.6   146.5   160.2   163.1   173.8
            M    2112.7  1916.7  1494.7   821.1   433.9   345.5     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17   23.22
 
Beam-Self
Precast-top    0.077   0.160   0.285   0.374   0.427   0.445   0.405 
Bottom        -0.062  -0.130  -0.231  -0.304  -0.347  -0.362  -0.329 
 
Prestress
Precast-top   -0.476  -0.476  -0.476  -0.476  -0.476  -0.476  -0.476 
Bottom         1.697   1.697   1.697   1.697   1.697   1.697   1.697 
 
Total
Precast-top   -0.399  -0.316  -0.191  -0.102  -0.048  -0.031  -0.071 
Bottom         1.634   1.566   1.465   1.393   1.349   1.335   1.367 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.21 %)
             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    5.97   12.60   19.23   25.87   32.50
 
Prestress
Precast-top   -0.098  -0.427  -0.427  -0.427  -0.427  -0.427  -0.427  -0.427
Bottom         0.350   1.523   1.523   1.523   1.523   1.523   1.523   1.523
 
Self wt.
Precast-top   -0.000   0.059   0.075   0.143   0.267   0.356   0.410   0.428
Bottom        -0.000  -0.048  -0.061  -0.116  -0.217  -0.289  -0.333  -0.347
 
DL-Prec (DC)
Precast-top   -0.000   0.008   0.010   0.019   0.035   0.047   0.054   0.057
Bottom        -0.000  -0.006  -0.008  -0.015  -0.029  -0.038  -0.044  -0.046
 
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   0.057   0.071   0.136   0.256   0.341   0.392   0.409
Bottom        -0.000  -0.046  -0.058  -0.111  -0.208  -0.277  -0.318  -0.332
 
DL-Comp (DC)
Precast-top   -0.000   0.004   0.005   0.011   0.020   0.026   0.030   0.032
Bottom        -0.000  -0.012  -0.015  -0.029  -0.055  -0.074  -0.085  -0.088
 
DL-Comp (DW)
Precast-top   -0.000   0.002   0.003   0.005   0.010   0.014   0.016   0.016
Bottom        -0.000  -0.006  -0.008  -0.015  -0.029  -0.038  -0.044  -0.046
 
LL+I(+)
Precast-top   -0.000   0.037   0.047   0.089   0.163   0.213   0.242   0.248
Bottom        -0.000  -0.104  -0.131  -0.249  -0.458  -0.596  -0.678  -0.694
 
Final 1 (P/S + DL + LL)
Precast-top   -0.098  -0.259  -0.216  -0.024   0.326   0.572   0.719   0.765 
Bottom         0.350   1.300   1.242   0.987   0.527   0.208   0.019  -0.034 
 
Final 2 (P/S + DL)
Precast-top   -0.098  -0.297  -0.263  -0.113   0.163   0.359   0.478   0.518 
Bottom         0.350   1.404   1.373   1.236   0.984   0.805   0.697   0.660 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17   23.22
 
Beam-Self
Precast-top    0.077   0.160   0.285   0.374   0.427   0.445   0.405 
Bottom        -0.062  -0.130  -0.231  -0.304  -0.347  -0.362  -0.329 
 
Prestress
Precast-top   -0.476  -0.476  -0.476  -0.476  -0.476  -0.476  -0.476 
Bottom         1.697   1.697   1.697   1.697   1.697   1.697   1.697 
 
Total
Precast-top   -0.399  -0.316  -0.191  -0.102  -0.048  -0.031  -0.071 
Bottom         1.634   1.566   1.465   1.393   1.349   1.335   1.367 
 
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 = 10.21 %)
             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    5.97   12.60   19.23   25.87   32.50
 
Prestress
Precast-top   -0.098  -0.427  -0.427  -0.427  -0.427  -0.427  -0.427  -0.427
Bottom         0.350   1.523   1.523   1.523   1.523   1.523   1.523   1.523
 
Self wt.
Precast-top   -0.000   0.059   0.075   0.143   0.267   0.356   0.410   0.428
Bottom        -0.000  -0.048  -0.061  -0.116  -0.217  -0.289  -0.333  -0.347
 
DL-Prec (DC)
Precast-top   -0.000   0.008   0.010   0.019   0.035   0.047   0.054   0.057
Bottom        -0.000  -0.006  -0.008  -0.015  -0.029  -0.038  -0.044  -0.046
 
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   0.057   0.071   0.136   0.256   0.341   0.392   0.409
Bottom        -0.000  -0.046  -0.058  -0.111  -0.208  -0.277  -0.318  -0.332
 
DL-Comp (DC)
Precast-top   -0.000   0.004   0.005   0.011   0.020   0.026   0.030   0.032
Bottom        -0.000  -0.012  -0.015  -0.029  -0.055  -0.074  -0.085  -0.088
 
DL-Comp (DW)
Precast-top   -0.000   0.002   0.003   0.005   0.010   0.014   0.016   0.016
Bottom        -0.000  -0.006  -0.008  -0.015  -0.029  -0.038  -0.044  -0.046
 
LL+I(+)
Precast-top   -0.000   0.030   0.037   0.071   0.131   0.170   0.193   0.198
Bottom        -0.000  -0.083  -0.105  -0.199  -0.366  -0.477  -0.542  -0.556
 
Final 1 (P/S + DL + LL)
Precast-top   -0.098  -0.267  -0.226  -0.042   0.293   0.529   0.671   0.716 
Bottom         0.350   1.321   1.268   1.037   0.618   0.328   0.155   0.105 
 

 
 
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    5.97   12.60   19.23   25.87   32.50
F_LL+I(+)
Precast-top   -0.000   0.036   0.045   0.083   0.148   0.191   0.210   0.199
Bottom        -0.000  -0.100  -0.125  -0.234  -0.414  -0.535  -0.588  -0.557
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Precast-top   -0.049  -0.113  -0.087   0.027   0.229   0.370   0.449   0.458 
Bottom         0.175   0.602   0.562   0.384   0.078  -0.133  -0.240  -0.227 
 

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
    266.8    6.5   68.1    0.444   0.0   6.00e-3 50.0    269.2     0.945    1.760      0.08
      0.0    0.4   67.9     41.9 0.134      27.2 0.87    12.00     0.092    1.784 
Transfer:   3.00
    251.3    6.5   68.1    2.004   0.0   2.17e-3 36.6    222.7     0.491    1.760      0.00
    546.9    1.6   67.3    189.0 0.128      56.5 1.83    12.00     0.092    1.958 
Critical:   6.26
    229.6    6.5   68.1    2.382   0.0   0.13e-3 29.5    120.5     0.203    1.760      0.00
   1221.4    1.9   67.1    189.0 0.117     134.6 4.36    24.00     0.092    2.139 
0.1L    :   6.63
    227.2    6.5   68.1    2.423   0.0   0.01e-3 29.0    105.4     0.174    1.625      0.00
   1294.9    2.0   67.1    189.0 0.116     147.0 4.77    24.00     0.092    2.161 
0.2L    :  13.27
    185.9    6.5   68.1    3.038   0.0   0.36e-3 30.3     90.4     0.158    0.620      0.00
   2336.9    2.4   66.9    189.0 0.095     116.2 3.78    24.00     0.092    2.283 
0.3L    :  19.90
    145.6    6.5   68.1    3.038   0.0   1.33e-3 33.7     87.9     0.175    0.413      0.00
   3029.9    2.4   66.9    189.0 0.074      73.9 2.40    24.00     0.092    1.740 
0.4L    :  26.53
    106.0    6.5   68.1    3.038   0.0   1.57e-3 34.5     50.1     0.103    0.413      0.00
   3368.3    2.4   66.9    189.0 0.054      67.7 2.20    24.00     0.092    2.282 
0.5L    :  33.17
     67.1    6.5   68.1    3.038   0.0   1.11e-3 32.9      0.0     0.092    0.413      0.00
   3364.0    2.4   66.9    189.0 0.034      80.3 2.61    24.00     0.092    3.942 
0.6L    :  39.80
    106.0    6.5   68.1    3.038   0.0   1.57e-3 34.5     50.1     0.103    0.413      0.00
   3368.3    2.4   66.9    189.0 0.054      67.7 2.20    24.00     0.092    2.282 
0.7L    :  46.43
    145.6    6.5   68.1    3.038   0.0   1.33e-3 33.7     87.9     0.175    0.413      0.00
   3029.9    2.4   66.9    189.0 0.074      73.9 2.40    24.00     0.092    1.740 
0.8L    :  53.06
    185.9    6.5   68.1    3.038   0.0   0.36e-3 30.3     90.4     0.158    0.620      0.00
   2336.9    2.4   66.9    189.0 0.095     116.2 3.78    24.00     0.092    2.283 
0.9L    :  59.70
    227.2    6.5   68.1    2.423   0.0   0.01e-3 29.0    105.4     0.174    1.625      0.00
   1294.9    2.0   67.1    189.0 0.116     147.0 4.77    24.00     0.092    2.161 
Critical:  60.07
    229.6    6.5   68.1    2.382   0.0   0.13e-3 29.5    120.5     0.203    1.760      0.00
   1221.4    1.9   67.1    189.0 0.117     134.6 4.36    24.00     0.092    2.139 
Transfer:  63.33
    251.3    6.5   68.1    2.004   0.0   2.17e-3 36.6    222.7     0.491    1.760      0.00
    546.9    1.6   67.3    189.0 0.128      56.5 1.83    12.00     0.092    1.958 
Bearing :  65.67
    266.8    6.5   68.1    0.444   0.0   6.00e-3 50.0    269.2     0.945    1.760      0.08
      0.0    0.4   67.9     41.9 0.134      27.2 0.87    12.00     0.092    1.784 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    1.19
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 5
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    266.8      4.36     68.11    0.36       67.93    24.00      0.300      0.705      0.000      0.000*
Transfer:      2.33
    251.3      4.15     68.11    1.62       67.30    24.00      0.300      0.633      0.000      1.760 
Critical:      5.60
    229.7      3.80     68.11    1.92       67.15    24.00      0.300      0.517      0.000      1.760 
0.1L    :      5.97
    227.2      3.76     68.11    1.96       67.13    24.00      0.300      0.504      0.000      1.625 
0.2L    :     12.60
    185.9      3.09     68.11    2.45       66.88    24.00      0.300      0.280      0.000      0.620 
0.3L    :     19.23
    145.6      2.42     68.11    2.45       66.88    24.00      0.300      0.056      0.000      0.413 
0.4L    :     25.87
    106.0      1.76     68.11    2.45       66.88    24.00      0.300      0.000      0.000      0.413 
0.5L    :     32.50
     67.1      1.11     68.11    2.45       66.88    24.00      0.300      0.000      0.000      0.413 
0.6L    :     39.13
    106.0      1.76     68.11    2.45       66.88    24.00      0.300      0.000      0.000      0.413 
0.7L    :     45.77
    145.6      2.42     68.11    2.45       66.88    24.00      0.300      0.056      0.000      0.413 
0.8L    :     52.40
    185.9      3.09     68.11    2.45       66.88    24.00      0.300      0.280      0.000      0.620 
0.9L    :     59.03
    227.2      3.76     68.11    1.96       67.13    24.00      0.300      0.504      0.000      1.625 
Critical:     59.40
    229.7      3.80     68.11    1.92       67.15    24.00      0.300      0.517      0.000      1.760 
Transfer:     62.67
    251.3      4.15     68.11    1.62       67.30    24.00      0.300      0.633      0.000      1.760 
Bearing :     65.00
    266.8      4.36     68.11    0.36       67.93    24.00      0.300      0.705      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.97 ft
Prestress      :       0.220  1.80      0.396  2.20      0.484
Self Wt.       :      -0.060  1.85     -0.111  2.40     -0.144
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          :       0.160            0.285            0.340
 
At 0.2 x L = 12.60 ft
Prestress      :       0.392  1.80      0.706  2.20      0.863
Self Wt.       :      -0.113  1.85     -0.209  2.40     -0.272
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          :       0.279            0.497            0.592
 
At 0.3 x L = 19.23 ft
Prestress      :       0.516  1.80      0.928  2.20      1.134
Self Wt.       :      -0.155  1.85     -0.287  2.40     -0.372
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          :       0.361            0.641            0.762
 
At 0.4 x L = 25.87 ft
Prestress      :       0.589  1.80      1.061  2.20      1.297
Self Wt.       :      -0.181  1.85     -0.336  2.40     -0.436
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          :       0.408            0.725            0.861
 
At 0.5 x L = 32.50 ft
Prestress      :       0.614  1.80      1.105  2.20      1.351
Self Wt.       :      -0.191  1.85     -0.353  2.40     -0.457
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          :       0.423            0.753            0.893
 
At 0.6 x L = 39.13 ft
Prestress      :       0.589  1.80      1.061  2.20      1.297
Self Wt.       :      -0.181  1.85     -0.336  2.40     -0.436
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          :       0.408            0.725            0.861
 
At 0.7 x L = 45.77 ft
Prestress      :       0.516  1.80      0.928  2.20      1.134
Self Wt.       :      -0.155  1.85     -0.287  2.40     -0.372
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          :       0.361            0.641            0.762
 
At 0.8 x L = 52.40 ft
Prestress      :       0.392  1.80      0.706  2.20      0.863
Self Wt.       :      -0.113  1.85     -0.209  2.40     -0.272
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          :       0.279            0.497            0.592
 
At 0.9 x L = 59.03 ft
Prestress      :       0.220  1.80      0.396  2.20      0.484
Self Wt.       :      -0.060  1.85     -0.111  2.40     -0.144
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          :       0.160            0.285            0.340
 

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
   540.5    68.1  2.004  267.9    1.9   1.62   3010.8  0.106T 1.00       -       -     -     -  
H/2     :   2.97
   679.7    68.1  2.077  267.8    2.0   1.68   3118.4  0.102T 1.00       -       -     -     -  
0.1L    :   5.97
  1294.9    68.1  2.423  267.4    2.3   1.96   3625.7  0.087T 1.00       -       -     -     -  
0.2L    :  12.60
  2400.6    68.1  3.038  266.8    2.9   2.45   4517.8  0.069T 1.00   4390.9  3192.8    1.03    -  
0.3L    :  19.23
  3155.2    68.1  3.038  266.8    2.9   2.45   4517.8  0.069T 1.00   4307.0  4196.5    1.05    -  
0.4L    :  25.87
  3603.1    68.1  3.038  266.8    2.9   2.45   4517.8  0.069T 1.00   4256.5  4256.5    1.06    -  
0.5L    :  32.50
  3720.2    68.1  3.038  266.8    2.9   2.45   4517.8  0.069T 1.00   4239.5  4239.5    1.07    -  
0.6L    :  39.13
  3603.1    68.1  3.038  266.8    2.9   2.45   4517.8  0.069T 1.00   4256.5  4256.5    1.06    -  
0.7L    :  45.77
  3155.2    68.1  3.038  266.8    2.9   2.45   4517.8  0.069T 1.00   4307.0  4196.5    1.05    -  
0.8L    :  52.40
  2400.6    68.1  3.038  266.8    2.9   2.45   4517.8  0.069T 1.00   4390.9  3192.8    1.03    -  
0.9L    :  59.03
  1294.9    68.1  2.423  267.4    2.3   1.96   3625.7  0.087T 1.00       -       -     -     -  
H/2     :  62.03
   679.7    68.1  2.077  267.8    2.0   1.68   3118.4  0.102T 1.00       -       -     -     -  
Transfer:  62.67
   540.5    68.1  2.004  267.9    1.9   1.62   3010.8  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 : 5; Groups 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.001
        M   2.00 Fb     0.186
 
  2   2 E   6.00 Ft    -0.047
        M   6.00 Fb     0.413
 
  3   2 E   6.00 Ft    -0.096
        M   6.00 Fb     0.639
 
  4   2 E   2.00 Ft    -0.172
        M   2.00 Fb     0.888
 
  5   2 E   2.00 Ft    -0.247
        M   2.00 Fb     1.137
 
  6   2 E   2.00 Ft    -0.323
        M   2.00 Fb     1.385
 
  7   2 E   2.00 Ft    -0.399
        M   2.00 Fb     1.634
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 66.33            Release Length, ft: 66.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.99 %               Final losses: 11.09 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             2.925       1.634     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.399     Trans  
      Precast Top w/ reinf. (tension)      -0.509           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.191   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)                  4517.83     3720.22     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   0.765     Midspan    2.250   0.518     Midspan
    Pre.Bot:   3.000   1.300    Transfer    2.250   1.404    Transfer
  Service III Limit State - Tensile Stresses Only
    Pre.Top:  -0.425  -0.267    Transfer
    Pre.Bot:  -0.425   0.105     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.458     Midspan
    Pre.Bot:                                                             2.000   0.602    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.614  1.80      1.105  2.20      1.351
Self Wt.       :      -0.191  1.85     -0.353  2.40     -0.457
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          :       0.423            0.753            0.893
 
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

