 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTB55 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 55 feet, girder spacing is 9.25 feet, and deck overhang width is 3 feet 
                     and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) Straight strands only.
                     (9) The beam lifting and supporting points are both assumed are 2.75 feet and 2 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_58e8.tmp\BTB55\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 =   1453494.75
 
SPAN DATA
---------
Precast length    , ft =     56.333
Bearing-to-bearing, ft =     55.000
Release span      , ft =     56.333
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1               IA-BTB    3.500    631.7    99980.0  36.00  17.14  34.00   8.125
 2               IA-BTB    9.250    631.7    99980.0  36.00  17.14  34.00   9.250
 3               IA-BTB    9.250    631.7    99980.0  36.00  17.14  34.00   9.250
 4               IA-BTB    9.250    631.7    99980.0  36.00  17.14  34.00   9.250
 5               IA-BTB    9.250    631.7    99980.0  36.00  17.14  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   55.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   55.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   55.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   55.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   55.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   55.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   55.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   55.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   55.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   55.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   55.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   27.500
   1    2        0.500   27.500
   1    3        0.500   27.500
   1    4        0.500   27.500
   1    5        0.250   27.500
 
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   55.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   55.00   Right Barrier Weight
   1    DW Area        0.020   40.83          -       -    Future Wearing Surface
 
TEMPERATURE LOADS
-----------------
 
LIVE LOADS
----------
Live load deflection: included.
ID: Design Lane (Type: Design Lane)
ID: Design Tandem (Type: Design Tandem)
ID: Design Truck (Type: Design Truck)
 
Pedestrian Load - NONE
 

ANALYSIS DATA:
--------------
ANALYSIS PARAMETERS DATA
------------------------
 
  Truck impact:       1.330 
  Lane  impact:       1.000 
  Strength II impact: 1.330 
  Fatigue impact:     1.150 
 
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
 
  Include sacrificial deck thick in ts:                     NO   
  Is Span Post-tensioned:                                   NO   
  Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO   
  ADTT (Average Daily Truck Traffic)    :                   5000 
  Percent of the specified force effect :                   1.00 
  Apply reduction of Moment for skew:                       NO   
 
NOTE: Beam specific dead and live load DFs are printed in beam level reports.
 
LOAD FACTORS: (Table 3.4.1-1 & 3.4.1-2)
---------------------------------------
 
               Live DC(max) DC(min) DW(max) DW(min) 
----------------------------------------------------
  Service I:   1.00    1.00    1.00    1.00    1.00 
  Service III: 0.80    1.00    1.00    1.00    1.00 
  Strength I:  1.75    1.25    0.90    1.50    0.65 
  Fatigue I:   1.75    -       -       -       -    
 
 
----------
 
  Ductility Factor:  1.00 
  Redundancy Factor: 1.00 
  Importance Factor: 1.00 
 
----------------------------------------------------------------------------------------------------


PROJECT PARAMETERS DATA:
------------------------
SPAN TO DEPTH RATIO (Table 2.5.2.6.3-1):
----------------------------------------
 
  Span Computed Allowable Status 
---------------------------------
     1    0.065     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              2.92 ksi 
  Max tens             -0.19 ksi 
  Max tens,  w/reinf   -0.51 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      5.00 ksi    4.00 ksi 
  Elasticity 4592.23 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.00 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.25 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.42 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    4.50        5.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.75 in):
 
  8 @  2.000 in 2 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  4.1250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  4.1250  4.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.6667  7.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.6667 20.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 20.6667 35.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 35.6667 48.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 48.6667 51.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 51.6667 52.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 52.2083 56.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 56.2083 56.3333 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 56.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
 16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.75 in):
 
  8 @  2.000 in 2 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  4.1250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  4.1250  4.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.6667  7.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.6667 20.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 20.6667 35.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 35.6667 48.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 48.6667 51.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 51.6667 52.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 52.2083 56.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 56.2083 56.3333 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 56.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
 16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.75 in):
 
  8 @  2.000 in 2 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  4.1250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  4.1250  4.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.6667  7.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.6667 20.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 20.6667 35.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 35.6667 48.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 48.6667 51.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 51.6667 52.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 52.2083 56.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 56.2083 56.3333 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 56.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
 16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.75 in):
 
  8 @  2.000 in 2 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  4.1250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  4.1250  4.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.6667  7.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.6667 20.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 20.6667 35.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 35.6667 48.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 48.6667 51.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 51.6667 52.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 52.2083 56.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 56.2083 56.3333 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 56.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
 16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.75 in):
 
  8 @  2.000 in 2 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  4.1250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  4.1250  4.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.6667  7.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.6667 20.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 20.6667 35.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 35.6667 48.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 48.6667 51.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 51.6667 52.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 52.2083 56.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 56.2083 56.3333 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 56.3330       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-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   55.00
     DC  Line       0.052      0.00       0.052   55.00
     DC  Line       0.076      0.00       0.076   55.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    27.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 56.333 ft
Release length = 56.333 ft
Design  length = 55.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.777   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.947   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.043   (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                  =        631.7 in2           1349.5 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           283735 in4#
Ht. of c.g.           =        17.14 in             29.45 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1462.8 plf   
Mom. of Inertia (Iyy) =      35975.0 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     1.84     4.97    10.60    16.23    21.87    27.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    635.9    650.5    647.5    650.5    650.5    650.5    650.5    650.5
  Yb      ,  in    17.05    16.75    16.81    16.75    16.75    16.75    16.75    16.75
  MI(Ixx) , in4   100726   103260   102737   103260   103260   103260   103260   103260
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1353.5   1367.6   1364.6   1367.6   1367.6   1367.6   1367.6   1367.6
  Yb      ,  in    29.37    29.11    29.17    29.11    29.11    29.11    29.11    29.11
  MI(Ixx) , in4   286380   295516   293615   295516   295516   295516   295516   295516

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.19 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.75 in):
     8 @  2.000 in     2 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.47 in2      Initial Pull          =      680.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.897 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.872 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.160 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)       
-------------------------------------------------------------------------------------
       901.333         740 666.986      9.153 37068.566   519.350     356.584        
 
 
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      4.1250    Yes
      2      US#6[M19]       60.00        0.88       6.50       4.1250      4.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.6667      7.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.6667     20.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      20.6667     35.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      35.6667     48.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00      48.6667     51.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      51.6667     52.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      52.2083     56.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      56.2083     56.3333     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 56.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.4720 in2       Ycg =  3.75 in
         P_init    =      680.6 kips  Ecc = 13.39 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    10.71 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.666 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.47 ksi    0.00 ksi
    due to Composite Loads                                 -1.11 ksi    0.00 ksi
    due to Live Loads                                      -4.85 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                         9.79 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 10.71 ksi  ( 5.46 %)            13.67 ksi ( 6.98 %)
Total Prestress Losses                                    24.38 ksi (12.44 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    40.4    32.2    81.8   154.8   207.1   238.4   248.8
(Max)       V      18.1    16.6    16.9    14.8    11.1     7.4     3.7     0.0
DL-Prec.  : M       0.0    10.1     8.0    20.3    38.5    51.5    59.3    61.9
DC(Max)     V       4.5     4.1     4.2     3.7     2.8     1.8     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    49.5    39.4   100.0   189.4   253.2   291.6   304.3
Haunch (Max)V      22.1    20.3    20.6    18.1    13.6     9.1     4.5     0.0
Diaphragm : M       0.0     0.3     0.2     0.6     1.3     2.0     2.7     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    18.2    14.5    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.6     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0     8.0    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.2     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   172.3   137.7   345.0   636.3   824.0   930.5   949.1
            V     101.3    95.5    96.7    88.9    30.8    17.0    44.1    14.0
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   101.3    95.5    96.7    88.9    74.7    62.0    49.6    37.7
            M      -0.0   175.3   140.5   345.0   607.4   771.5   831.7   794.8
Total     : M+      0.0   300.8   240.1   604.7  1128.5  1482.3  1688.8  1741.2
            V     158.8   148.1   150.3   136.0    66.1    40.6    56.0    14.2
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   158.8   148.1   150.3   136.0   110.1    85.6    61.5    37.8
            M      -0.0   303.8   242.9   604.7  1099.5  1429.8  1590.0  1586.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   53.16   52.67   55.00
Self wt.  : M     238.4   207.1   154.8    81.8    32.2    40.4     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.9    16.6    18.1
DL-Prec.  : M      59.3    51.5    38.5    20.3     8.0    10.1     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.2     4.1     4.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     291.6   253.2   189.4   100.0    39.4    49.5     0.0
Haunch (Max)V       4.5     9.1    13.6    18.1    20.6    20.3    22.1
Diaphragm : M       2.7     2.0     1.3     0.6     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     107.2    93.1    69.7    36.8    14.5    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.6     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3     8.0    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.2     4.1     4.5
LL + I    : M+    930.5   824.0   636.3   345.0   137.7   172.3     0.0
            V      44.1    17.0    30.8    88.9    96.7    95.5   101.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    49.6    62.0    74.7    88.9    96.7    95.5   101.3
            M     831.7   771.5   607.4   345.0   140.5   175.3     0.0
Total     : M+   1688.8  1482.3  1128.5   604.7   240.1   300.8     0.0
            V      56.0    40.6    66.1   136.0   150.3   148.1   158.8
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    61.5    85.6   110.1   136.0   150.3   148.1   158.8
            M    1590.0  1429.8  1099.5   604.7   242.9   303.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               18.1             18.1
Deck+Haunch            22.1             22.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.5              4.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           40.7             40.7
DL-Comp.(DW)           22.5             22.5
Live                   77.4             77.4
        Truck          59.8             59.8
        Lane           17.6             17.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, 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    1.84    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    40.4    32.2    81.8   154.8   207.1   238.4   248.8
(Max)       V      18.1    16.6    16.9    14.8    11.1     7.4     3.7     0.0
DL-Prec.  : M       0.0    10.1     8.0    20.3    38.5    51.5    59.3    61.9
DC(Max)     V       4.5     4.1     4.2     3.7     2.8     1.8     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    49.5    39.4   100.0   189.4   253.2   291.6   304.3
Haunch (Max)V      22.1    20.3    20.6    18.1    13.6     9.1     4.5     0.0
Diaphragm : M       0.0     0.3     0.2     0.6     1.3     2.0     2.7     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    18.2    14.5    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.6     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0     8.0    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.2     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   137.9   110.2   276.0   509.1   659.2   744.4   759.3
            V      81.0    76.4    77.4    71.1    24.6    13.6    35.3    11.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    81.0    76.4    77.4    71.1    59.8    49.6    39.7    30.2
            M      -0.0   140.3   112.4   276.0   485.9   617.2   665.4   635.9
Total     : M+      0.0   266.3   212.6   535.7  1001.2  1317.5  1502.7  1551.4
            V     138.5   129.0   131.0   118.3    60.0    37.2    47.2    11.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   138.5   129.0   131.0   118.3    95.2    73.2    51.6    30.3
            M      -0.0   268.7   214.8   535.7   978.0  1275.5  1423.7  1428.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   53.16   52.67   55.00
Self wt.  : M     238.4   207.1   154.8    81.8    32.2    40.4     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.9    16.6    18.1
DL-Prec.  : M      59.3    51.5    38.5    20.3     8.0    10.1     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.2     4.1     4.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     291.6   253.2   189.4   100.0    39.4    49.5     0.0
Haunch (Max)V       4.5     9.1    13.6    18.1    20.6    20.3    22.1
Diaphragm : M       2.7     2.0     1.3     0.6     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     107.2    93.1    69.7    36.8    14.5    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.6     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3     8.0    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.2     4.1     4.5
LL + I    : M+    744.4   659.2   509.1   276.0   110.2   137.9     0.0
            V      35.3    13.6    24.6    71.1    77.4    76.4    81.0
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    39.7    49.6    59.8    71.1    77.4    76.4    81.0
            M     665.4   617.2   485.9   276.0   112.4   140.3     0.0
Total     : M+   1502.7  1317.5  1001.2   535.7   212.6   266.3     0.0
            V      47.2    37.2    60.0   118.3   131.0   129.0   138.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    51.6    73.2    95.2   118.3   131.0   129.0   138.5
            M    1423.7  1275.5   978.0   535.7   214.8   268.7     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    1.84    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    50.5    40.3   102.2   193.6   258.8   298.0   311.0
(Max)       V      22.6    20.7    21.1    18.5    13.9     9.3     4.6     0.0
Self wt.  : M       0.0    36.4    29.0    73.6   139.4   186.3   214.5   223.9
(Min)       V      16.3    14.9    15.2    13.3    10.0     6.7     3.3     0.0
DL-Prec.  : M       0.0    12.6    10.0    25.4    48.1    64.3    74.1    77.3
DC(Max)     V       5.6     5.1     5.2     4.6     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     9.0     7.2    18.3    34.6    46.3    53.3    55.7
DC(Min)     V       4.0     3.7     3.8     3.3     2.5     1.7     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    61.8    49.3   125.0   236.7   316.6   364.4   380.4
Haunch (Max)V      27.7    25.3    25.8    22.7    17.0    11.3     5.7     0.0
Deck +    : M       0.0    44.5    35.5    90.0   170.5   227.9   262.4   273.9
Haunch (Min)V      19.9    18.2    18.6    16.3    12.2     8.2     4.1     0.0
Diaphragm : M       0.0     0.4     0.3     0.8     1.7     2.5     3.4     4.3
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.6     1.2     1.8     2.5     3.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    22.7    18.1    46.0    87.1   116.4   134.0   139.9
DC(Max)     V      10.2     9.3     9.5     8.3     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    16.4    13.1    33.1    62.7    83.8    96.5   100.7
DC(Min)     V       7.3     6.7     6.8     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0    15.1    12.0    30.4    57.6    77.1    88.7    92.6
DW(Max)     V       6.7     6.2     6.3     5.5     4.1     2.8     1.4     0.0
DL-Comp   : M       0.0     6.5     5.2    13.2    25.0    33.4    38.5    40.1
DW(Min)     V       2.9     2.7     2.7     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   301.6   241.0   603.7  1113.6  1442.0  1628.3  1660.9
            V     177.3   167.1   169.2   155.6    53.8    29.8    77.2    24.5
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   177.3   167.1   169.2   155.6   130.8   108.5    86.8    66.0
            M      -0.0   306.8   245.8   603.7  1062.9  1350.2  1455.5  1390.9
Total     : M+      0.0   464.7   371.0   933.5  1738.4  2277.7  2591.0  2666.5
            V     250.3   233.9   237.3   215.4    98.7    59.8    92.3    24.7
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   250.3   233.9   237.3   215.4   175.7   138.4   101.9    66.1
            M      -0.0   469.9   375.9   933.5  1687.7  2185.9  2418.2  2396.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   53.16   52.67   55.00
Self wt.  : M     298.0   258.8   193.6   102.2    40.3    50.5     0.0
(Max)       V       4.6     9.3    13.9    18.5    21.1    20.7    22.6
Self wt.  : M     214.5   186.3   139.4    73.6    29.0    36.4     0.0
(Min)       V       3.3     6.7    10.0    13.3    15.2    14.9    16.3
DL-Prec.  : M      74.1    64.3    48.1    25.4    10.0    12.6     0.0
DC(Max)     V       1.2     2.3     3.5     4.6     5.2     5.1     5.6
DL-Prec.  : M      53.3    46.3    34.6    18.3     7.2     9.0     0.0
DC(Min)     V       0.8     1.7     2.5     3.3     3.8     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
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     364.4   316.6   236.7   125.0    49.3    61.8     0.0
Haunch (Max)V       5.7    11.3    17.0    22.7    25.8    25.3    27.7
Deck +    : M     262.4   227.9   170.5    90.0    35.5    44.5     0.0
Haunch (Min)V       4.1     8.2    12.2    16.3    18.6    18.2    19.9
Diaphragm : M       3.4     2.5     1.7     0.8     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.5     1.8     1.2     0.6     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     134.0   116.4    87.1    46.0    18.1    22.7     0.0
DC(Max)     V       2.1     4.2     6.3     8.3     9.5     9.3    10.2
DL-Comp   : M      96.5    83.8    62.7    33.1    13.1    16.4     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     6.8     6.7     7.3
DL-Comp   : M      88.7    77.1    57.6    30.4    12.0    15.1     0.0
DW(Max)     V       1.4     2.8     4.1     5.5     6.3     6.2     6.7
DL-Comp   : M      38.5    33.4    25.0    13.2     5.2     6.5     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.7     2.7     2.9
LL + I    : M+   1628.3  1442.0  1113.6   603.7   241.0   301.6     0.0
            V      77.2    29.8    53.8   155.6   169.2   167.1   177.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    86.8   108.5   130.8   155.6   169.2   167.1   177.3
            M    1455.5  1350.2  1062.9   603.7   245.8   306.8     0.0
Total     : M+   2591.0  2277.7  1738.4   933.5   371.0   464.7     0.0
            V      92.3    59.8    98.7   215.4   237.3   233.9   250.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   101.9   138.4   175.7   215.4   237.3   233.9   250.3
            M    2418.2  2185.9  1687.7   933.5   375.9   469.9     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               22.6             22.6
Deck+Haunch            27.7             27.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.6              5.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           50.9             50.9
DL-Comp.(DW)           33.7             33.7
Live                  135.4            135.4
        Truck         104.6            104.6
        Lane           30.8             30.8
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, 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    1.84    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    40.4    32.2    81.8   154.8   207.1   238.4   248.8
(Max)       V      18.1    16.6    16.9    14.8    11.1     7.4     3.7     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    10.1     8.0    20.3    38.5    51.5    59.3    61.9
DC(Max)     V       4.5     4.1     4.2     3.7     2.8     1.8     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    49.5    39.4   100.0   189.4   253.2   291.6   304.3
Haunch (Max)V      22.1    20.3    20.6    18.1    13.6     9.1     4.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.2     0.6     1.3     2.0     2.7     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    18.2    14.5    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.6     6.7     5.0     3.3     1.7     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    10.0     8.0    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.2     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   166.5   133.4   327.4   575.9   737.4   799.5   795.4
            V     101.1    94.0    95.5    86.0    70.9    56.7    41.5    37.7
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   101.1    94.0    95.5    86.0    70.9    57.4    46.1    37.7
            M       0.0   166.5   133.4   327.4   575.9   714.7   773.3   795.4
Total     : M+      0.0   294.9   235.8   587.2  1068.1  1395.7  1557.8  1587.5
            V     158.6   146.6   149.1   133.1   106.2    80.3    53.4    37.8
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   158.6   146.6   149.1   133.1   106.2    81.0    58.0    37.8
            M       0.0   294.9   235.8   587.2  1068.1  1373.0  1531.6  1587.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   53.16   52.67   55.00
Self wt.  : M     238.4   207.1   154.8    81.8    32.2    40.4     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.9    16.6    18.1
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      59.3    51.5    38.5    20.3     8.0    10.1     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.2     4.1     4.5
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     291.6   253.2   189.4   100.0    39.4    49.5     0.0
Haunch (Max)V       4.5     9.1    13.6    18.1    20.6    20.3    22.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       2.7     2.0     1.3     0.6     0.2     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     107.2    93.1    69.7    36.8    14.5    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.6     7.4     8.1
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      59.2    51.4    38.4    20.3     8.0    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.2     4.1     4.5
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+    799.5   737.4   575.9   327.4   133.4   166.5     0.0
            V      41.5    56.7    70.9    86.0    95.5    94.0   101.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    46.1    57.4    70.9    86.0    95.5    94.0   101.1
            M     773.3   714.7   575.9   327.4   133.4   166.5     0.0
Total     : M+   1557.8  1395.7  1068.1   587.2   235.8   294.9     0.0
            V      53.4    80.3   106.2   133.1   149.1   146.6   158.6
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    58.0    81.0   106.2   133.1   149.1   146.6   158.6
            M    1531.6  1373.0  1068.1   587.2   235.8   294.9     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    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.118   0.210   0.374   0.490   0.561   0.584   0.531 
Bottom        -0.102  -0.183  -0.325  -0.427  -0.488  -0.508  -0.462 
 
Prestress
Precast-top   -0.603  -0.603  -0.603  -0.603  -0.603  -0.603  -0.603 
Bottom         2.482   2.482   2.482   2.482   2.482   2.482   2.482 
 
Total
Precast-top   -0.486  -0.393  -0.230  -0.113  -0.043  -0.019  -0.072 
Bottom         2.379   2.299   2.157   2.055   1.994   1.974   2.019 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.79 %)
             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    1.84    4.97   10.60   16.23   21.87   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.013   0.033   0.062   0.083   0.095   0.099 
Precast-top   -0.124  -0.300  -0.264  -0.063   0.357   0.657   0.838   0.900 
Bottom         0.510   1.961   1.666   1.727   1.314   1.018   0.840   0.780 
 

 
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    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.118   0.210   0.374   0.490   0.561   0.584   0.531 
Bottom        -0.102  -0.183  -0.325  -0.427  -0.488  -0.508  -0.462 
 
Prestress
Precast-top   -0.603  -0.603  -0.603  -0.603  -0.603  -0.603  -0.603 
Bottom         2.482   2.482   2.482   2.482   2.482   2.482   2.482 
 
Total
Precast-top   -0.486  -0.393  -0.230  -0.113  -0.043  -0.019  -0.072 
Bottom         2.379   2.299   2.157   2.055   1.994   1.974   2.019 
 
As_top  , in2  1.576   1.140   0.451   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 = 11.79 %)
             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    1.84    4.97   10.60   16.23   21.87   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 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    1.84    4.97   10.60   16.23   21.87   27.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.103   0.083   0.203   0.360   0.462   0.504   0.504 
Precast-top   -0.062  -0.103  -0.095   0.060   0.340   0.535   0.643   0.672 
Bottom         0.255   0.784   0.674   0.477  -0.024  -0.363  -0.525  -0.550 
 

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
    250.3    6.5   40.5    0.505   0.0   6.00e-3 50.0    261.9     1.549    1.760      0.00
      0.0    0.4   40.3     42.0 0.212      16.2 0.87    12.00     0.092    1.128 
Transfer:   3.00
    233.9    6.5   40.5    2.275   0.0   0.58e-3 31.0    199.2     0.606    1.760      0.00
    469.9    1.8   39.6    189.0 0.202      60.7 3.34    12.00     0.092    1.238 
Critical:   3.96
    227.0    6.5   40.5    2.406   0.0  -0.00e-3 29.0    165.1     0.463    1.760      0.00
    637.9    1.9   39.5    189.0 0.196      87.2 4.80    12.00     0.092    1.273 
0.1L    :   5.63
    215.4    6.5   40.5    2.629   0.0   0.03e-3 29.1    154.5     0.436    0.827      0.00
    933.5    2.1   39.4    189.0 0.187      84.9 4.68    12.00     0.092    1.339 
0.2L    :  11.27
    175.7    6.5   40.5    3.387   0.0   0.55e-3 30.9    134.0     0.410    0.620      0.00
   1687.7    2.7   39.2    189.0 0.153      61.2 3.40    12.00     0.092    1.352 
0.3L    :  16.90
    138.4    6.5   40.5    3.472   0.0   1.54e-3 34.4    113.9     0.399    0.620      0.00
   2185.9    2.8   39.1    189.0 0.121      40.0 2.22    24.00     0.092    1.411 
0.4L    :  22.53
    101.9    6.5   40.5    3.472   0.0   1.89e-3 35.6     77.6     0.284    0.413      0.00
   2418.2    2.8   39.1    189.0 0.089      35.6 1.98    24.00     0.092    1.311 
0.5L    :  28.17
     66.1    6.5   40.5    3.472   0.0   1.47e-3 34.1     32.4     0.112    0.413      0.00
   2396.5    2.8   39.1    189.0 0.058      41.1 2.29    24.00     0.092    2.183 
0.6L    :  33.80
    101.9    6.5   40.5    3.472   0.0   1.89e-3 35.6     77.6     0.284    0.413      0.00
   2418.2    2.8   39.1    189.0 0.089      35.6 1.98    24.00     0.092    1.311 
0.7L    :  39.43
    138.4    6.5   40.5    3.472   0.0   1.54e-3 34.4    113.9     0.399    0.620      0.00
   2185.9    2.8   39.1    189.0 0.121      40.0 2.22    24.00     0.092    1.411 
0.8L    :  45.07
    175.7    6.5   40.5    3.387   0.0   0.55e-3 30.9    134.0     0.410    0.620      0.00
   1687.7    2.7   39.2    189.0 0.153      61.2 3.40    12.00     0.092    1.352 
0.9L    :  50.70
    215.4    6.5   40.5    2.629   0.0   0.03e-3 29.1    154.5     0.436    0.827      0.00
    933.5    2.1   39.4    189.0 0.187      84.9 4.68    12.00     0.092    1.339 
Critical:  52.37
    227.0    6.5   40.5    2.406   0.0  -0.00e-3 29.0    165.1     0.463    1.760      0.00
    637.9    1.9   39.5    189.0 0.196      87.2 4.80    12.00     0.092    1.273 
Transfer:  53.33
    233.9    6.5   40.5    2.275   0.0   0.58e-3 31.0    199.2     0.606    1.760      0.00
    469.9    1.8   39.6    189.0 0.202      60.7 3.34    12.00     0.092    1.238 
Bearing :  55.67
    250.3    6.5   40.5    0.505   0.0   6.00e-3 50.0    261.9     1.549    1.760      0.00
      0.0    0.4   40.3     42.0 0.212      16.2 0.87    12.00     0.092    1.128 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  680.58
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    1.36
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 1
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    250.3      6.90     40.50    0.41       40.29    24.00      0.300      1.550      0.000      1.760 
Transfer:      2.33
    233.9      6.56     40.50    1.83       39.59    24.00      0.300      1.438      0.000      1.760 
Critical:      3.29
    227.2      6.38     40.50    1.93       39.54    24.00      0.300      1.378      0.000      1.760 
0.1L    :      4.97
    215.4      6.07     40.50    2.10       39.45    24.00      0.300      1.273      0.000      0.827 
0.2L    :     10.60
    175.7      4.99     40.50    2.70       39.15    24.00      0.300      0.912      0.000      0.620 
0.3L    :     16.23
    138.4      3.93     40.50    2.76       39.12    24.00      0.300      0.561      0.000      0.620 
0.4L    :     21.87
    101.9      2.89     40.50    2.76       39.12    24.00      0.300      0.215      0.000      0.413 
0.5L    :     27.50
     66.1      1.88     40.50    2.76       39.12    24.00      0.300      0.000      0.000      0.413 
0.6L    :     33.13
    101.9      2.89     40.50    2.76       39.12    24.00      0.300      0.215      0.000      0.413 
0.7L    :     38.77
    138.4      3.93     40.50    2.76       39.12    24.00      0.300      0.561      0.000      0.620 
0.8L    :     44.40
    175.7      4.99     40.50    2.70       39.15    24.00      0.300      0.912      0.000      0.620 
0.9L    :     50.03
    215.4      6.07     40.50    2.10       39.45    24.00      0.300      1.273      0.000      0.827 
Critical:     51.71
    227.2      6.38     40.50    1.93       39.54    24.00      0.300      1.378      0.000      1.760 
Transfer:     52.67
    233.9      6.56     40.50    1.83       39.59    24.00      0.300      1.438      0.000      1.760 
Bearing :     55.00
    250.3      6.90     40.50    0.41       40.29    24.00      0.300      1.550      0.000      1.760 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.97 ft
Prestress      :       0.393  1.80      0.708  2.20      0.865
Self Wt.       :      -0.102  1.85     -0.189  2.40     -0.245
Deck + Haunch  :                       -0.099  2.30     -0.229
DL-Prec. (DC)  :                       -0.020  3.00     -0.061
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.013  3.00     -0.038
DL-Comp. (DW)  :                       -0.007  3.00     -0.021
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 10.60 ft
Prestress      :       0.702  1.80      1.264  2.20      1.545
Self Wt.       :      -0.193  1.85     -0.358  2.40     -0.464
Deck + Haunch  :                       -0.201  2.30     -0.462
DL-Prec. (DC)  :                       -0.041  3.00     -0.123
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.026  3.00     -0.078
DL-Comp. (DW)  :                       -0.014  3.00     -0.043
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 16.23 ft
Prestress      :       0.923  1.80      1.661  2.20      2.030
Self Wt.       :      -0.265  1.85     -0.490  2.40     -0.635
Deck + Haunch  :                       -0.281  2.30     -0.646
DL-Prec. (DC)  :                       -0.057  3.00     -0.171
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.036  3.00     -0.108
DL-Comp. (DW)  :                       -0.020  3.00     -0.060
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 21.87 ft
Prestress      :       1.055  1.80      1.900  2.20      2.322
Self Wt.       :      -0.310  1.85     -0.574  2.40     -0.744
Deck + Haunch  :                       -0.332  2.30     -0.764
DL-Prec. (DC)  :                       -0.067  3.00     -0.202
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.043  3.00     -0.128
DL-Comp. (DW)  :                       -0.024  3.00     -0.071
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 27.50 ft
Prestress      :       1.100  1.80      1.979  2.20      2.419
Self Wt.       :      -0.326  1.85     -0.602  2.40     -0.781
Deck + Haunch  :                       -0.349  2.30     -0.804
DL-Prec. (DC)  :                       -0.071  3.00     -0.213
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.045  3.00     -0.135
DL-Comp. (DW)  :                       -0.025  3.00     -0.074
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 33.13 ft
Prestress      :       1.055  1.80      1.900  2.20      2.322
Self Wt.       :      -0.310  1.85     -0.574  2.40     -0.744
Deck + Haunch  :                       -0.332  2.30     -0.764
DL-Prec. (DC)  :                       -0.067  3.00     -0.202
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.043  3.00     -0.128
DL-Comp. (DW)  :                       -0.024  3.00     -0.071
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 38.77 ft
Prestress      :       0.923  1.80      1.661  2.20      2.030
Self Wt.       :      -0.265  1.85     -0.490  2.40     -0.635
Deck + Haunch  :                       -0.281  2.30     -0.646
DL-Prec. (DC)  :                       -0.057  3.00     -0.171
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.036  3.00     -0.108
DL-Comp. (DW)  :                       -0.020  3.00     -0.060
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 44.40 ft
Prestress      :       0.702  1.80      1.264  2.20      1.545
Self Wt.       :      -0.193  1.85     -0.358  2.40     -0.464
Deck + Haunch  :                       -0.201  2.30     -0.462
DL-Prec. (DC)  :                       -0.041  3.00     -0.123
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.026  3.00     -0.078
DL-Comp. (DW)  :                       -0.014  3.00     -0.043
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 50.03 ft
Prestress      :       0.393  1.80      0.708  2.20      0.865
Self Wt.       :      -0.102  1.85     -0.189  2.40     -0.245
Deck + Haunch  :                       -0.099  2.30     -0.229
DL-Prec. (DC)  :                       -0.020  3.00     -0.061
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.013  3.00     -0.038
DL-Comp. (DW)  :                       -0.007  3.00     -0.021
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 1,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.33
   464.7    40.5  2.275  266.0    2.1   1.83   1996.1  0.056T 1.00       -       -     -     -  
H/2     :   1.84
   371.0    40.5  1.903  266.6    1.8   1.53   1680.6  0.067T 1.00       -       -     -     -  
0.1L    :   4.97
   933.5    40.5  2.629  265.4    2.5   2.10   2293.6  0.048T 1.00       -       -     -     -  
0.2L    :  10.60
  1738.4    40.5  3.387  264.1    3.2   2.70   2918.2  0.037T 1.00       -       -     -     -  
0.3L    :  16.23
  2277.7    40.5  3.472  263.9    3.3   2.76   2987.2  0.036T 1.00    394.0   394.0    7.58    -  
0.4L    :  21.87
  2591.0    40.5  3.472  263.9    3.3   2.76   2987.2  0.036T 1.00    343.5   343.5    8.70    -  
0.5L    :  27.50
  2666.5    40.5  3.472  263.9    3.3   2.76   2987.2  0.036T 1.00    326.3   326.3    9.15    -  
0.6L    :  33.13
  2591.0    40.5  3.472  263.9    3.3   2.76   2987.2  0.036T 1.00    343.5   343.5    8.70    -  
0.7L    :  38.77
  2277.7    40.5  3.472  263.9    3.3   2.76   2987.2  0.036T 1.00    394.0   394.0    7.58    -  
0.8L    :  44.40
  1738.4    40.5  3.387  264.1    3.2   2.70   2918.2  0.037T 1.00    477.9   477.9    6.11    -  
0.9L    :  50.03
   933.5    40.5  2.629  265.4    2.5   2.10   2293.6  0.048T 1.00       -       -     -     -  
H/2     :  53.16
   371.0    40.5  1.903  266.6    1.8   1.53   1680.6  0.067T 1.00       -       -     -     -  
Transfer:  52.67
   464.7    40.5  2.275  266.0    2.1   1.83   1996.1  0.056T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 1; Groups 1-8; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.015
        M   2.00 Fb     0.232
 
  2   2 E   6.00 Ft    -0.025
        M   6.00 Fb     0.511
 
  3   2 E   6.00 Ft    -0.065
        M   6.00 Fb     0.790
 
  4   2 E   6.00 Ft    -0.104
        M   6.00 Fb     1.069
 
  5   2 E   4.00 Ft    -0.176
        M   4.00 Fb     1.376
 
  6   2 E   2.00 Ft    -0.279
        M   2.00 Fb     1.710
 
  7   2 E   2.00 Ft    -0.382
        M   2.00 Fb     2.045
 
  8   2 E   2.00 Ft    -0.485
        M   2.00 Fb     2.379
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 56.33            Release Length, ft: 56.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  16
No. of strands, Draped:   0           No. of strands, Straight:  16
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.46 %               Final losses: 12.44 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.379     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.190      -0.486       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  2987.18     2666.48     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.099     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.900     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.961    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.672     Midspan
    Pre.Bot:                                                             2.000   0.784    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  27.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.100  1.80      1.979  2.20      2.419
Self Wt.       :      -0.326  1.85     -0.602  2.40     -0.781
Deck + Haunch  :                       -0.349  2.30     -0.804
DL-Prec. (DC)  :                       -0.071  3.00     -0.213
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.045  3.00     -0.135
DL-Comp. (DW)  :                       -0.025  3.00     -0.074
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   55.00
     DC  Line       0.087      0.00       0.087   55.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    27.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 56.333 ft
Release length = 56.333 ft
Design  length = 55.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.794   (Calculated)    
Live Moment (1  lane  loaded)  : 0.577   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.192   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.953   (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                  =        631.7 in2           1446.7 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           295043 in4#
Ht. of c.g.           =        17.14 in             30.18 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1571.8 plf   
Mom. of Inertia (Iyy) =      35975.0 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     1.84     4.97    10.60    16.23    21.87    27.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    635.9    650.5    647.5    650.5    650.5    650.5    650.5    650.5
  Yb      ,  in    17.05    16.75    16.81    16.75    16.75    16.75    16.75    16.75
  MI(Ixx) , in4   100726   103260   102737   103260   103260   103260   103260   103260
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1450.7   1464.7   1461.8   1464.7   1464.7   1464.7   1464.7   1464.7
  Yb      ,  in    30.11    29.86    29.91    29.86    29.86    29.86    29.86    29.86
  MI(Ixx) , in4   297842   307518   305503   307518   307518   307518   307518   307518

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.19 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.75 in):
     8 @  2.000 in     2 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.47 in2      Initial Pull          =      680.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.955 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.943 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.160 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)       
-------------------------------------------------------------------------------------
       901.333         740 666.986      9.153 37068.566   519.350     356.584        
 
 
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      4.1250    Yes
      2      US#6[M19]       60.00        0.88       6.50       4.1250      4.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.6667      7.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.6667     20.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      20.6667     35.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      35.6667     48.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00      48.6667     51.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      51.6667     52.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      52.2083     56.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      56.2083     56.3333     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 56.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.4720 in2       Ycg =  3.75 in
         P_init    =      680.6 kips  Ecc = 13.39 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    10.71 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.666 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.74 ksi    0.00 ksi
    due to Composite Loads                                 -1.10 ksi    0.00 ksi
    due to Live Loads                                      -4.76 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                         9.79 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 10.71 ksi  ( 5.46 %)            13.50 ksi ( 6.89 %)
Total Prestress Losses                                    24.21 ksi (12.35 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    40.4    32.2    81.8   154.8   207.1   238.4   248.8
(Max)       V      18.1    16.6    16.9    14.8    11.1     7.4     3.7     0.0
DL-Prec.  : M       0.0     7.5     6.0    15.2    28.7    38.4    44.2    46.2
DC(Max)     V       3.4     3.1     3.1     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.1    44.8   113.5   215.0   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    23.4    20.6    15.4    10.3     5.1     0.0
Diaphragm : M       0.0     0.6     0.5     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    18.2    14.5    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.6     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0     8.0    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.2     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   171.0   136.6   342.3   631.5   817.7   923.4   941.9
            V     115.7   109.1   110.5   101.5    35.1    19.4    50.4    16.0
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   115.7   109.1   110.5   101.5    85.3    70.8    56.6    43.0
            M      -0.0   174.0   139.4   342.3   602.8   765.7   825.4   788.8
Total     : M+      0.0   303.9   242.6   611.1  1140.9  1499.3  1708.9  1763.0
            V     175.2   163.5   165.9   150.3    71.8    43.9    62.8    16.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   175.2   163.5   165.9   150.3   122.0    95.3    69.0    43.3
            M      -0.0   306.9   245.4   611.1  1112.1  1447.3  1610.9  1609.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   53.16   52.67   55.00
Self wt.  : M     238.4   207.1   154.8    81.8    32.2    40.4     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.9    16.6    18.1
DL-Prec.  : M      44.2    38.4    28.7    15.2     6.0     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.1     3.1     3.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.0   113.5    44.8    56.1     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    23.4    23.0    25.1
Diaphragm : M       5.5     4.1     2.7     1.2     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     107.2    93.1    69.7    36.8    14.5    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.6     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3     8.0    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.2     4.1     4.5
LL + I    : M+    923.4   817.7   631.5   342.3   136.6   171.0     0.0
            V      50.4    19.4    35.1   101.5   110.5   109.1   115.7
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    56.6    70.8    85.3   101.5   110.5   109.1   115.7
            M     825.4   765.7   602.8   342.3   139.4   174.0     0.0
Total     : M+   1708.9  1499.3  1140.9   611.1   242.6   303.9     0.0
            V      62.8    43.9    71.8   150.3   165.9   163.5   175.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    69.0    95.3   122.0   150.3   165.9   163.5   175.2
            M    1610.9  1447.3  1112.1   611.1   245.4   306.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               18.1             18.1
Deck+Haunch            25.1             25.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            3.4              3.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           40.7             40.7
DL-Comp.(DW)           22.5             22.5
Live                   77.4             77.4
        Truck          59.8             59.8
        Lane           17.6             17.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, 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    1.84    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    40.4    32.2    81.8   154.8   207.1   238.4   248.8
(Max)       V      18.1    16.6    16.9    14.8    11.1     7.4     3.7     0.0
DL-Prec.  : M       0.0     7.5     6.0    15.2    28.7    38.4    44.2    46.2
DC(Max)     V       3.4     3.1     3.1     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.1    44.8   113.5   215.0   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    23.4    20.6    15.4    10.3     5.1     0.0
Diaphragm : M       0.0     0.6     0.5     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    18.2    14.5    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.6     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0     8.0    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.2     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   136.8   109.3   273.9   505.2   654.2   738.7   753.5
            V      92.6    87.2    88.4    81.2    28.1    15.5    40.3    12.8
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    92.6    87.2    88.4    81.2    68.3    56.6    45.3    34.4
            M      -0.0   139.2   111.5   273.9   482.2   612.5   660.3   631.0
Total     : M+      0.0   269.7   215.3   542.7  1014.6  1335.8  1524.2  1574.6
            V     152.0   141.7   143.9   130.0    64.7    40.1    52.7    13.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   152.0   141.7   143.9   130.0   104.9    81.1    57.7    34.7
            M      -0.0   272.1   217.5   542.7   991.6  1294.1  1445.8  1452.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   53.16   52.67   55.00
Self wt.  : M     238.4   207.1   154.8    81.8    32.2    40.4     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.9    16.6    18.1
DL-Prec.  : M      44.2    38.4    28.7    15.2     6.0     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.1     3.1     3.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.0   113.5    44.8    56.1     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    23.4    23.0    25.1
Diaphragm : M       5.5     4.1     2.7     1.2     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     107.2    93.1    69.7    36.8    14.5    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.6     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3     8.0    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.2     4.1     4.5
LL + I    : M+    738.7   654.2   505.2   273.9   109.3   136.8     0.0
            V      40.3    15.5    28.1    81.2    88.4    87.2    92.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    45.3    56.6    68.3    81.2    88.4    87.2    92.6
            M     660.3   612.5   482.2   273.9   111.5   139.2     0.0
Total     : M+   1524.2  1335.8  1014.6   542.7   215.3   269.7     0.0
            V      52.7    40.1    64.7   130.0   143.9   141.7   152.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    57.7    81.1   104.9   130.0   143.9   141.7   152.0
            M    1445.8  1294.1   991.6   542.7   217.5   272.1     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    1.84    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    50.5    40.3   102.2   193.6   258.8   298.0   311.0
(Max)       V      22.6    20.7    21.1    18.5    13.9     9.3     4.6     0.0
Self wt.  : M       0.0    36.4    29.0    73.6   139.4   186.3   214.5   223.9
(Min)       V      16.3    14.9    15.2    13.3    10.0     6.7     3.3     0.0
DL-Prec.  : M       0.0     9.4     7.5    19.0    35.9    48.0    55.3    57.7
DC(Max)     V       4.2     3.8     3.9     3.4     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     6.8     5.4    13.7    25.9    34.6    39.8    41.6
DC(Min)     V       3.0     2.8     2.8     2.5     1.9     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    70.2    56.0   141.9   268.8   359.4   413.8   431.9
Haunch (Max)V      31.4    28.7    29.3    25.7    19.3    12.9     6.4     0.0
Deck +    : M       0.0    50.5    40.3   102.2   193.5   258.8   297.9   311.0
Haunch (Min)V      22.6    20.7    21.1    18.5    13.9     9.3     4.6     0.0
Diaphragm : M       0.0     0.7     0.6     1.6     3.3     5.1     6.8     8.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.4     1.1     2.4     3.7     4.9     6.2
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    22.7    18.1    46.0    87.1   116.4   134.0   139.9
DC(Max)     V      10.2     9.3     9.5     8.3     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    16.4    13.1    33.1    62.7    83.8    96.5   100.7
DC(Min)     V       7.3     6.7     6.8     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0    15.1    12.0    30.4    57.6    77.1    88.7    92.6
DW(Max)     V       6.7     6.2     6.3     5.5     4.1     2.8     1.4     0.0
DL-Comp   : M       0.0     6.5     5.2    13.2    25.0    33.4    38.5    40.1
DW(Min)     V       2.9     2.7     2.7     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   299.3   239.1   599.1  1105.1  1431.0  1615.9  1648.3
            V     202.5   190.8   193.3   177.7    61.5    34.0    88.2    28.0
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   202.5   190.8   193.3   177.7   149.3   123.9    99.1    75.3
            M      -0.0   304.5   244.0   599.1  1054.9  1339.9  1444.4  1380.4
Total     : M+      0.0   467.9   373.6   940.2  1751.4  2295.9  2612.6  2690.1
            V     277.9   259.9   263.7   239.6   108.0    65.1   103.9    28.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   277.9   259.9   263.7   239.6   195.8   155.0   114.8    75.6
            M      -0.0   473.1   378.5   940.2  1701.2  2204.8  2441.1  2422.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   53.16   52.67   55.00
Self wt.  : M     298.0   258.8   193.6   102.2    40.3    50.5     0.0
(Max)       V       4.6     9.3    13.9    18.5    21.1    20.7    22.6
Self wt.  : M     214.5   186.3   139.4    73.6    29.0    36.4     0.0
(Min)       V       3.3     6.7    10.0    13.3    15.2    14.9    16.3
DL-Prec.  : M      55.3    48.0    35.9    19.0     7.5     9.4     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     3.9     3.8     4.2
DL-Prec.  : M      39.8    34.6    25.9    13.7     5.4     6.8     0.0
DC(Min)     V       0.6     1.2     1.9     2.5     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     413.8   359.4   268.8   141.9    56.0    70.2     0.0
Haunch (Max)V       6.4    12.9    19.3    25.7    29.3    28.7    31.4
Deck +    : M     297.9   258.8   193.5   102.2    40.3    50.5     0.0
Haunch (Min)V       4.6     9.3    13.9    18.5    21.1    20.7    22.6
Diaphragm : M       6.8     5.1     3.3     1.6     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       4.9     3.7     2.4     1.1     0.4     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     134.0   116.4    87.1    46.0    18.1    22.7     0.0
DC(Max)     V       2.1     4.2     6.3     8.3     9.5     9.3    10.2
DL-Comp   : M      96.5    83.8    62.7    33.1    13.1    16.4     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     6.8     6.7     7.3
DL-Comp   : M      88.7    77.1    57.6    30.4    12.0    15.1     0.0
DW(Max)     V       1.4     2.8     4.1     5.5     6.3     6.2     6.7
DL-Comp   : M      38.5    33.4    25.0    13.2     5.2     6.5     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.7     2.7     2.9
LL + I    : M+   1615.9  1431.0  1105.1   599.1   239.1   299.3     0.0
            V      88.2    34.0    61.5   177.7   193.3   190.8   202.5
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    99.1   123.9   149.3   177.7   193.3   190.8   202.5
            M    1444.4  1339.9  1054.9   599.1   244.0   304.5     0.0
Total     : M+   2612.6  2295.9  1751.4   940.2   373.6   467.9     0.0
            V     103.9    65.1   108.0   239.6   263.7   259.9   277.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   114.8   155.0   195.8   239.6   263.7   259.9   277.9
            M    2441.1  2204.8  1701.2   940.2   378.5   473.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               22.6             22.6
Deck+Haunch            31.4             31.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            4.2              4.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           50.9             50.9
DL-Comp.(DW)           33.7             33.7
Live                  135.4            135.4
        Truck         104.6            104.6
        Lane           30.8             30.8
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, 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    1.84    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    40.4    32.2    81.8   154.8   207.1   238.4   248.8
(Max)       V      18.1    16.6    16.9    14.8    11.1     7.4     3.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     7.5     6.0    15.2    28.7    38.4    44.2    46.2
DC(Max)     V       3.4     3.1     3.1     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    56.1    44.8   113.5   215.0   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    23.4    20.6    15.4    10.3     5.1     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     0.5     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.3     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     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    18.2    14.5    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.6     6.7     5.0     3.3     1.7     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    10.0     8.0    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.2     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   120.0    96.2   236.1   415.2   531.6   576.4   573.4
            V      92.4    85.9    87.2    78.5    64.7    51.8    37.9    34.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    92.4    85.9    87.2    78.5    64.7    52.5    42.1    34.5
            M       0.0   120.0    96.2   236.1   415.2   515.3   557.5   573.4
Total     : M+      0.0   252.9   202.2   504.8   924.6  1213.2  1361.9  1394.5
            V     151.8   140.3   142.7   127.3   101.4    76.3    50.3    34.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   151.8   140.3   142.7   127.3   101.4    77.0    54.5    34.7
            M       0.0   252.9   202.2   504.8   924.6  1196.9  1343.0  1394.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   53.16   52.67   55.00
Self wt.  : M     238.4   207.1   154.8    81.8    32.2    40.4     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.9    16.6    18.1
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      44.2    38.4    28.7    15.2     6.0     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.1     3.1     3.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.0   113.5    44.8    56.1     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    23.4    23.0    25.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.5     4.1     2.7     1.2     0.5     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     107.2    93.1    69.7    36.8    14.5    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.6     7.4     8.1
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      59.2    51.4    38.4    20.3     8.0    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.2     4.1     4.5
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+    576.4   531.6   415.2   236.1    96.2   120.0     0.0
            V      37.9    51.8    64.7    78.5    87.2    85.9    92.4
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    42.1    52.5    64.7    78.5    87.2    85.9    92.4
            M     557.5   515.3   415.2   236.1    96.2   120.0     0.0
Total     : M+   1361.9  1213.2   924.6   504.8   202.2   252.9     0.0
            V      50.3    76.3   101.4   127.3   142.7   140.3   151.8
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    54.5    77.0   101.4   127.3   142.7   140.3   151.8
            M    1343.0  1196.9   924.6   504.8   202.2   252.9     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    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.118   0.210   0.374   0.490   0.561   0.584   0.531 
Bottom        -0.102  -0.183  -0.325  -0.427  -0.488  -0.508  -0.462 
 
Prestress
Precast-top   -0.603  -0.603  -0.603  -0.603  -0.603  -0.603  -0.603 
Bottom         2.482   2.482   2.482   2.482   2.482   2.482   2.482 
 
Total
Precast-top   -0.486  -0.393  -0.230  -0.113  -0.043  -0.019  -0.072 
Bottom         2.379   2.299   2.157   2.055   1.994   1.974   2.019 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.79 %)
             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    1.84    4.97   10.60   16.23   21.87   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.012   0.030   0.056   0.075   0.087   0.091 
Precast-top   -0.124  -0.291  -0.257  -0.045   0.391   0.704   0.893   0.958 
Bottom         0.510   1.953   1.660   1.711   1.282   0.975   0.790   0.727 
 

 
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    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.118   0.210   0.374   0.490   0.561   0.584   0.531 
Bottom        -0.102  -0.183  -0.325  -0.427  -0.488  -0.508  -0.462 
 
Prestress
Precast-top   -0.603  -0.603  -0.603  -0.603  -0.603  -0.603  -0.603 
Bottom         2.482   2.482   2.482   2.482   2.482   2.482   2.482 
 
Total
Precast-top   -0.486  -0.393  -0.230  -0.113  -0.043  -0.019  -0.072 
Bottom         2.379   2.299   2.157   2.055   1.994   1.974   2.019 
 
As_top  , in2  1.576   1.140   0.451   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 = 11.79 %)
             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    1.84    4.97   10.60   16.23   21.87   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    4.97   10.60   16.23   21.87   27.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.070   0.056   0.138   0.245   0.315   0.344   0.344 
Precast-top   -0.062  -0.117  -0.106   0.034   0.295   0.479   0.584   0.616 
Bottom         0.255   0.836   0.717   0.580   0.157  -0.132  -0.277  -0.305 
 

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
    277.9    6.5   40.5    0.504   0.0   6.00e-3 50.0    292.7     1.730    1.760      0.00
      0.0    0.4   40.3     42.0 0.236      16.2 0.87    12.00     0.092    1.016 
Transfer:   3.00
    259.9    6.5   40.5    2.269   0.0   1.41e-3 33.9    246.2     0.835    1.760      0.00
    473.1    1.6   39.7    189.0 0.224      42.6 2.33    12.00     0.092    1.117 
Critical:   3.97
    252.3    6.5   40.5    2.401   0.0   0.74e-3 31.6    224.2     0.696    1.760      0.00
    643.8    1.7   39.7    189.0 0.218      56.2 3.08    12.00     0.092    1.149 
0.1L    :   5.63
    239.6    6.5   40.5    2.622   0.0   0.39e-3 30.4    198.6     0.588    0.827      0.00
    940.2    1.8   39.6    189.0 0.207      67.6 3.72    12.00     0.092    1.208 
0.2L    :  11.27
    195.8    6.5   40.5    3.380   0.0   0.79e-3 31.8    163.2     0.514    0.620      0.00
   1701.2    2.4   39.3    189.0 0.170      54.4 3.01    12.00     0.092    1.154 
0.3L    :  16.90
    155.0    6.5   40.5    3.472   0.0   1.74e-3 35.1    134.6     0.482    0.620      0.00
   2204.8    2.4   39.3    189.0 0.135      37.6 2.08    12.00     0.092    1.225 
0.4L    :  22.53
    114.8    6.5   40.5    3.472   0.0   2.06e-3 36.2     93.6     0.349    0.413      0.00
   2441.1    2.4   39.3    189.0 0.100      34.0 1.88    24.00     0.092    1.135 
0.5L    :  28.17
     75.6    6.5   40.5    3.472   0.0   1.61e-3 34.6     44.8     0.158    0.413      0.00
   2422.2    2.4   39.3    189.0 0.066      39.2 2.17    24.00     0.092    1.865 
0.6L    :  33.80
    114.8    6.5   40.5    3.472   0.0   2.06e-3 36.2     93.6     0.349    0.413      0.00
   2441.1    2.4   39.3    189.0 0.100      34.0 1.88    24.00     0.092    1.135 
0.7L    :  39.43
    155.0    6.5   40.5    3.472   0.0   1.74e-3 35.1    134.6     0.482    0.620      0.00
   2204.8    2.4   39.3    189.0 0.135      37.6 2.08    12.00     0.092    1.225 
0.8L    :  45.07
    195.8    6.5   40.5    3.380   0.0   0.79e-3 31.8    163.2     0.514    0.620      0.00
   1701.2    2.4   39.3    189.0 0.170      54.4 3.01    12.00     0.092    1.154 
0.9L    :  50.70
    239.6    6.5   40.5    2.622   0.0   0.39e-3 30.4    198.6     0.588    0.827      0.00
    940.2    1.8   39.6    189.0 0.207      67.6 3.72    12.00     0.092    1.208 
Critical:  52.36
    252.3    6.5   40.5    2.401   0.0   0.74e-3 31.6    224.2     0.696    1.760      0.00
    643.8    1.7   39.7    189.0 0.218      56.2 3.08    12.00     0.092    1.149 
Transfer:  53.33
    259.9    6.5   40.5    2.269   0.0   1.41e-3 33.9    246.2     0.835    1.760      0.00
    473.1    1.6   39.7    189.0 0.224      42.6 2.33    12.00     0.092    1.117 
Bearing :  55.67
    277.9    6.5   40.5    0.504   0.0   6.00e-3 50.0    292.7     1.730    1.760      0.00
      0.0    0.4   40.3     42.0 0.236      16.2 0.87    12.00     0.092    1.016 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  680.58
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    1.36
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 2
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    277.9      7.66     40.50    0.36       40.32    24.00      0.300      1.803      0.000      1.760 
Transfer:      2.33
    259.9      7.27     40.50    1.60       39.70    24.00      0.300      1.675      0.000      1.760 
Critical:      3.30
    252.4      7.07     40.50    1.69       39.65    24.00      0.300      1.608      0.000      1.760 
0.1L    :      4.97
    239.6      6.73     40.50    1.85       39.58    24.00      0.300      1.492      0.000      0.827 
0.2L    :     10.60
    195.8      5.53     40.50    2.37       39.31    24.00      0.300      1.095      0.000      0.620 
0.3L    :     16.23
    155.0      4.38     40.50    2.43       39.28    24.00      0.300      0.711      0.000      0.620 
0.4L    :     21.87
    114.8      3.25     40.50    2.43       39.28    24.00      0.300      0.333      0.000      0.413 
0.5L    :     27.50
     75.6      2.14     40.50    2.43       39.28    24.00      0.300      0.000      0.000      0.413 
0.6L    :     33.13
    114.8      3.25     40.50    2.43       39.28    24.00      0.300      0.333      0.000      0.413 
0.7L    :     38.77
    155.0      4.38     40.50    2.43       39.28    24.00      0.300      0.711      0.000      0.620 
0.8L    :     44.40
    195.8      5.53     40.50    2.37       39.31    24.00      0.300      1.095      0.000      0.620 
0.9L    :     50.03
    239.6      6.73     40.50    1.85       39.58    24.00      0.300      1.492      0.000      0.827 
Critical:     51.70
    252.4      7.07     40.50    1.69       39.65    24.00      0.300      1.608      0.000      1.760 
Transfer:     52.67
    259.9      7.27     40.50    1.60       39.70    24.00      0.300      1.675      0.000      1.760 
Bearing :     55.00
    277.9      7.66     40.50    0.36       40.32    24.00      0.300      1.803      0.000      1.760 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.97 ft
Prestress      :       0.393  1.80      0.708  2.20      0.865
Self Wt.       :      -0.102  1.85     -0.189  2.40     -0.245
Deck + Haunch  :                       -0.113  2.30     -0.260
DL-Prec. (DC)  :                       -0.015  3.00     -0.045
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.037
DL-Comp. (DW)  :                       -0.007  3.00     -0.020
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 10.60 ft
Prestress      :       0.702  1.80      1.264  2.20      1.545
Self Wt.       :      -0.193  1.85     -0.358  2.40     -0.464
Deck + Haunch  :                       -0.228  2.30     -0.525
DL-Prec. (DC)  :                       -0.031  3.00     -0.092
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.025  3.00     -0.074
DL-Comp. (DW)  :                       -0.014  3.00     -0.041
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 16.23 ft
Prestress      :       0.923  1.80      1.661  2.20      2.030
Self Wt.       :      -0.265  1.85     -0.490  2.40     -0.635
Deck + Haunch  :                       -0.319  2.30     -0.734
DL-Prec. (DC)  :                       -0.043  3.00     -0.128
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.035  3.00     -0.104
DL-Comp. (DW)  :                       -0.019  3.00     -0.057
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 21.87 ft
Prestress      :       1.055  1.80      1.900  2.20      2.322
Self Wt.       :      -0.310  1.85     -0.574  2.40     -0.744
Deck + Haunch  :                       -0.377  2.30     -0.867
DL-Prec. (DC)  :                       -0.050  3.00     -0.151
Diaphragm      :                       -0.006  3.00     -0.018
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.041  3.00     -0.123
DL-Comp. (DW)  :                       -0.023  3.00     -0.068
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 27.50 ft
Prestress      :       1.100  1.80      1.979  2.20      2.419
Self Wt.       :      -0.326  1.85     -0.602  2.40     -0.781
Deck + Haunch  :                       -0.397  2.30     -0.913
DL-Prec. (DC)  :                       -0.053  3.00     -0.159
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.043  3.00     -0.129
DL-Comp. (DW)  :                       -0.024  3.00     -0.071
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 33.13 ft
Prestress      :       1.055  1.80      1.900  2.20      2.322
Self Wt.       :      -0.310  1.85     -0.574  2.40     -0.744
Deck + Haunch  :                       -0.377  2.30     -0.867
DL-Prec. (DC)  :                       -0.050  3.00     -0.151
Diaphragm      :                       -0.006  3.00     -0.018
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.041  3.00     -0.123
DL-Comp. (DW)  :                       -0.023  3.00     -0.068
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 38.77 ft
Prestress      :       0.923  1.80      1.661  2.20      2.030
Self Wt.       :      -0.265  1.85     -0.490  2.40     -0.635
Deck + Haunch  :                       -0.319  2.30     -0.734
DL-Prec. (DC)  :                       -0.043  3.00     -0.128
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.035  3.00     -0.104
DL-Comp. (DW)  :                       -0.019  3.00     -0.057
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 44.40 ft
Prestress      :       0.702  1.80      1.264  2.20      1.545
Self Wt.       :      -0.193  1.85     -0.358  2.40     -0.464
Deck + Haunch  :                       -0.228  2.30     -0.525
DL-Prec. (DC)  :                       -0.031  3.00     -0.092
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.025  3.00     -0.074
DL-Comp. (DW)  :                       -0.014  3.00     -0.041
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 50.03 ft
Prestress      :       0.393  1.80      0.708  2.20      0.865
Self Wt.       :      -0.102  1.85     -0.189  2.40     -0.245
Deck + Haunch  :                       -0.113  2.30     -0.260
DL-Prec. (DC)  :                       -0.015  3.00     -0.045
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.037
DL-Comp. (DW)  :                       -0.007  3.00     -0.020
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

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
   467.9    40.5  2.269  266.5    1.9   1.60   1999.9  0.064T 1.00       -       -     -     -  
H/2     :   1.84
   373.6    40.5  1.898  267.1    1.6   1.34   1682.5  0.077T 1.00       -       -     -     -  
0.1L    :   4.97
   940.2    40.5  2.622  265.9    2.2   1.85   2300.1  0.055T 1.00       -       -     -     -  
0.2L    :  10.60
  1751.4    40.5  3.380  264.8    2.8   2.37   2931.8  0.042T 1.00       -       -     -     -  
0.3L    :  16.23
  2295.9    40.5  3.472  264.7    2.9   2.43   3008.0  0.041T 1.00    376.6   376.6    7.99    -  
0.4L    :  21.87
  2612.6    40.5  3.472  264.7    2.9   2.43   3008.0  0.041T 1.00    321.6   321.6    9.35    -  
0.5L    :  27.50
  2690.1    40.5  3.472  264.7    2.9   2.43   3008.0  0.041T 1.00    302.6   302.6    9.94    -  
0.6L    :  33.13
  2612.6    40.5  3.472  264.7    2.9   2.43   3008.0  0.041T 1.00    321.6   321.6    9.35    -  
0.7L    :  38.77
  2295.9    40.5  3.472  264.7    2.9   2.43   3008.0  0.041T 1.00    376.6   376.6    7.99    -  
0.8L    :  44.40
  1751.4    40.5  3.380  264.8    2.8   2.37   2931.8  0.042T 1.00       -       -     -     -  
0.9L    :  50.03
   940.2    40.5  2.622  265.9    2.2   1.85   2300.1  0.055T 1.00       -       -     -     -  
H/2     :  53.16
   373.6    40.5  1.898  267.1    1.6   1.34   1682.5  0.077T 1.00       -       -     -     -  
Transfer:  52.67
   467.9    40.5  2.269  266.5    1.9   1.60   1999.9  0.064T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 2; Groups 1-8; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.015
        M   2.00 Fb     0.232
 
  2   2 E   6.00 Ft    -0.025
        M   6.00 Fb     0.511
 
  3   2 E   6.00 Ft    -0.065
        M   6.00 Fb     0.790
 
  4   2 E   6.00 Ft    -0.104
        M   6.00 Fb     1.069
 
  5   2 E   4.00 Ft    -0.176
        M   4.00 Fb     1.376
 
  6   2 E   2.00 Ft    -0.279
        M   2.00 Fb     1.710
 
  7   2 E   2.00 Ft    -0.382
        M   2.00 Fb     2.045
 
  8   2 E   2.00 Ft    -0.485
        M   2.00 Fb     2.379
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 56.33            Release Length, ft: 56.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  16
No. of strands, Draped:   0           No. of strands, Straight:  16
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.46 %               Final losses: 12.35 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.379     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.190      -0.486       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3007.99     2690.08     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.091     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.958     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.953    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.616     Midspan
    Pre.Bot:                                                             2.000   0.836    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  27.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.100  1.80      1.979  2.20      2.419
Self Wt.       :      -0.326  1.85     -0.602  2.40     -0.781
Deck + Haunch  :                       -0.397  2.30     -0.913
DL-Prec. (DC)  :                       -0.053  3.00     -0.159
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.043  3.00     -0.129
DL-Comp. (DW)  :                       -0.024  3.00     -0.071
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   55.00
     DC  Line       0.087      0.00       0.087   55.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    27.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 56.333 ft
Release length = 56.333 ft
Design  length = 55.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.794   (Calculated)    
Live Moment (1  lane  loaded)  : 0.577   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.192   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.953   (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                  =        631.7 in2           1446.7 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           295043 in4#
Ht. of c.g.           =        17.14 in             30.18 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1571.8 plf   
Mom. of Inertia (Iyy) =      35975.0 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     1.84     4.97    10.60    16.23    21.87    27.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    635.9    650.5    647.5    650.5    650.5    650.5    650.5    650.5
  Yb      ,  in    17.05    16.75    16.81    16.75    16.75    16.75    16.75    16.75
  MI(Ixx) , in4   100726   103260   102737   103260   103260   103260   103260   103260
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1450.7   1464.7   1461.8   1464.7   1464.7   1464.7   1464.7   1464.7
  Yb      ,  in    30.11    29.86    29.91    29.86    29.86    29.86    29.86    29.86
  MI(Ixx) , in4   297842   307518   305503   307518   307518   307518   307518   307518

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.19 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.75 in):
     8 @  2.000 in     2 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.47 in2      Initial Pull          =      680.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.955 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.943 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.160 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)       
-------------------------------------------------------------------------------------
       901.333         740 666.986      9.153 37068.566   519.350     356.584        
 
 
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      4.1250    Yes
      2      US#6[M19]       60.00        0.88       6.50       4.1250      4.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.6667      7.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.6667     20.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      20.6667     35.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      35.6667     48.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00      48.6667     51.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      51.6667     52.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      52.2083     56.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      56.2083     56.3333     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 56.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.4720 in2       Ycg =  3.75 in
         P_init    =      680.6 kips  Ecc = 13.39 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    10.71 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.666 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.74 ksi    0.00 ksi
    due to Composite Loads                                 -1.10 ksi    0.00 ksi
    due to Live Loads                                      -4.76 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                         9.79 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 10.71 ksi  ( 5.46 %)            13.50 ksi ( 6.89 %)
Total Prestress Losses                                    24.21 ksi (12.35 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    40.4    32.2    81.8   154.8   207.1   238.4   248.8
(Max)       V      18.1    16.6    16.9    14.8    11.1     7.4     3.7     0.0
DL-Prec.  : M       0.0     7.5     6.0    15.2    28.7    38.4    44.2    46.2
DC(Max)     V       3.4     3.1     3.1     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.1    44.8   113.5   215.0   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    23.4    20.6    15.4    10.3     5.1     0.0
Diaphragm : M       0.0     0.6     0.5     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    18.2    14.5    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.6     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0     8.0    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.2     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   171.0   136.6   342.3   631.5   817.7   923.4   941.9
            V     115.7   109.1   110.5   101.5    35.1    19.4    50.4    16.0
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   115.7   109.1   110.5   101.5    85.3    70.8    56.6    43.0
            M      -0.0   174.0   139.4   342.3   602.8   765.7   825.4   788.8
Total     : M+      0.0   303.9   242.6   611.1  1140.9  1499.3  1708.9  1763.0
            V     175.2   163.5   165.9   150.3    71.8    43.9    62.8    16.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   175.2   163.5   165.9   150.3   122.0    95.3    69.0    43.3
            M      -0.0   306.9   245.4   611.1  1112.1  1447.3  1610.9  1609.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   53.16   52.67   55.00
Self wt.  : M     238.4   207.1   154.8    81.8    32.2    40.4     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.9    16.6    18.1
DL-Prec.  : M      44.2    38.4    28.7    15.2     6.0     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.1     3.1     3.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.0   113.5    44.8    56.1     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    23.4    23.0    25.1
Diaphragm : M       5.5     4.1     2.7     1.2     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     107.2    93.1    69.7    36.8    14.5    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.6     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3     8.0    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.2     4.1     4.5
LL + I    : M+    923.4   817.7   631.5   342.3   136.6   171.0     0.0
            V      50.4    19.4    35.1   101.5   110.5   109.1   115.7
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    56.6    70.8    85.3   101.5   110.5   109.1   115.7
            M     825.4   765.7   602.8   342.3   139.4   174.0     0.0
Total     : M+   1708.9  1499.3  1140.9   611.1   242.6   303.9     0.0
            V      62.8    43.9    71.8   150.3   165.9   163.5   175.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    69.0    95.3   122.0   150.3   165.9   163.5   175.2
            M    1610.9  1447.3  1112.1   611.1   245.4   306.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               18.1             18.1
Deck+Haunch            25.1             25.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            3.4              3.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           40.7             40.7
DL-Comp.(DW)           22.5             22.5
Live                   77.4             77.4
        Truck          59.8             59.8
        Lane           17.6             17.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, 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    1.84    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    40.4    32.2    81.8   154.8   207.1   238.4   248.8
(Max)       V      18.1    16.6    16.9    14.8    11.1     7.4     3.7     0.0
DL-Prec.  : M       0.0     7.5     6.0    15.2    28.7    38.4    44.2    46.2
DC(Max)     V       3.4     3.1     3.1     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.1    44.8   113.5   215.0   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    23.4    20.6    15.4    10.3     5.1     0.0
Diaphragm : M       0.0     0.6     0.5     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    18.2    14.5    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.6     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0     8.0    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.2     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   136.8   109.3   273.9   505.2   654.2   738.7   753.5
            V      92.6    87.2    88.4    81.2    28.1    15.5    40.3    12.8
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    92.6    87.2    88.4    81.2    68.3    56.6    45.3    34.4
            M      -0.0   139.2   111.5   273.9   482.2   612.5   660.3   631.0
Total     : M+      0.0   269.7   215.3   542.7  1014.6  1335.8  1524.2  1574.6
            V     152.0   141.7   143.9   130.0    64.7    40.1    52.7    13.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   152.0   141.7   143.9   130.0   104.9    81.1    57.7    34.7
            M      -0.0   272.1   217.5   542.7   991.6  1294.1  1445.8  1452.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   53.16   52.67   55.00
Self wt.  : M     238.4   207.1   154.8    81.8    32.2    40.4     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.9    16.6    18.1
DL-Prec.  : M      44.2    38.4    28.7    15.2     6.0     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.1     3.1     3.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.0   113.5    44.8    56.1     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    23.4    23.0    25.1
Diaphragm : M       5.5     4.1     2.7     1.2     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     107.2    93.1    69.7    36.8    14.5    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.6     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3     8.0    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.2     4.1     4.5
LL + I    : M+    738.7   654.2   505.2   273.9   109.3   136.8     0.0
            V      40.3    15.5    28.1    81.2    88.4    87.2    92.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    45.3    56.6    68.3    81.2    88.4    87.2    92.6
            M     660.3   612.5   482.2   273.9   111.5   139.2     0.0
Total     : M+   1524.2  1335.8  1014.6   542.7   215.3   269.7     0.0
            V      52.7    40.1    64.7   130.0   143.9   141.7   152.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    57.7    81.1   104.9   130.0   143.9   141.7   152.0
            M    1445.8  1294.1   991.6   542.7   217.5   272.1     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    1.84    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    50.5    40.3   102.2   193.6   258.8   298.0   311.0
(Max)       V      22.6    20.7    21.1    18.5    13.9     9.3     4.6     0.0
Self wt.  : M       0.0    36.4    29.0    73.6   139.4   186.3   214.5   223.9
(Min)       V      16.3    14.9    15.2    13.3    10.0     6.7     3.3     0.0
DL-Prec.  : M       0.0     9.4     7.5    19.0    35.9    48.0    55.3    57.7
DC(Max)     V       4.2     3.8     3.9     3.4     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     6.8     5.4    13.7    25.9    34.6    39.8    41.6
DC(Min)     V       3.0     2.8     2.8     2.5     1.9     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    70.2    56.0   141.9   268.8   359.4   413.8   431.9
Haunch (Max)V      31.4    28.7    29.3    25.7    19.3    12.9     6.4     0.0
Deck +    : M       0.0    50.5    40.3   102.2   193.5   258.8   297.9   311.0
Haunch (Min)V      22.6    20.7    21.1    18.5    13.9     9.3     4.6     0.0
Diaphragm : M       0.0     0.7     0.6     1.6     3.3     5.1     6.8     8.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.4     1.1     2.4     3.7     4.9     6.2
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    22.7    18.1    46.0    87.1   116.4   134.0   139.9
DC(Max)     V      10.2     9.3     9.5     8.3     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    16.4    13.1    33.1    62.7    83.8    96.5   100.7
DC(Min)     V       7.3     6.7     6.8     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0    15.1    12.0    30.4    57.6    77.1    88.7    92.6
DW(Max)     V       6.7     6.2     6.3     5.5     4.1     2.8     1.4     0.0
DL-Comp   : M       0.0     6.5     5.2    13.2    25.0    33.4    38.5    40.1
DW(Min)     V       2.9     2.7     2.7     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   299.3   239.1   599.1  1105.1  1431.0  1615.9  1648.3
            V     202.5   190.8   193.3   177.7    61.5    34.0    88.2    28.0
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   202.5   190.8   193.3   177.7   149.3   123.9    99.1    75.3
            M      -0.0   304.5   244.0   599.1  1054.9  1339.9  1444.4  1380.4
Total     : M+      0.0   467.9   373.6   940.2  1751.4  2295.9  2612.6  2690.1
            V     277.9   259.9   263.7   239.6   108.0    65.1   103.9    28.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   277.9   259.9   263.7   239.6   195.8   155.0   114.8    75.6
            M      -0.0   473.1   378.5   940.2  1701.2  2204.8  2441.1  2422.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   53.16   52.67   55.00
Self wt.  : M     298.0   258.8   193.6   102.2    40.3    50.5     0.0
(Max)       V       4.6     9.3    13.9    18.5    21.1    20.7    22.6
Self wt.  : M     214.5   186.3   139.4    73.6    29.0    36.4     0.0
(Min)       V       3.3     6.7    10.0    13.3    15.2    14.9    16.3
DL-Prec.  : M      55.3    48.0    35.9    19.0     7.5     9.4     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     3.9     3.8     4.2
DL-Prec.  : M      39.8    34.6    25.9    13.7     5.4     6.8     0.0
DC(Min)     V       0.6     1.2     1.9     2.5     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     413.8   359.4   268.8   141.9    56.0    70.2     0.0
Haunch (Max)V       6.4    12.9    19.3    25.7    29.3    28.7    31.4
Deck +    : M     297.9   258.8   193.5   102.2    40.3    50.5     0.0
Haunch (Min)V       4.6     9.3    13.9    18.5    21.1    20.7    22.6
Diaphragm : M       6.8     5.1     3.3     1.6     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       4.9     3.7     2.4     1.1     0.4     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     134.0   116.4    87.1    46.0    18.1    22.7     0.0
DC(Max)     V       2.1     4.2     6.3     8.3     9.5     9.3    10.2
DL-Comp   : M      96.5    83.8    62.7    33.1    13.1    16.4     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     6.8     6.7     7.3
DL-Comp   : M      88.7    77.1    57.6    30.4    12.0    15.1     0.0
DW(Max)     V       1.4     2.8     4.1     5.5     6.3     6.2     6.7
DL-Comp   : M      38.5    33.4    25.0    13.2     5.2     6.5     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.7     2.7     2.9
LL + I    : M+   1615.9  1431.0  1105.1   599.1   239.1   299.3     0.0
            V      88.2    34.0    61.5   177.7   193.3   190.8   202.5
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    99.1   123.9   149.3   177.7   193.3   190.8   202.5
            M    1444.4  1339.9  1054.9   599.1   244.0   304.5     0.0
Total     : M+   2612.6  2295.9  1751.4   940.2   373.6   467.9     0.0
            V     103.9    65.1   108.0   239.6   263.7   259.9   277.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   114.8   155.0   195.8   239.6   263.7   259.9   277.9
            M    2441.1  2204.8  1701.2   940.2   378.5   473.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               22.6             22.6
Deck+Haunch            31.4             31.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            4.2              4.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           50.9             50.9
DL-Comp.(DW)           33.7             33.7
Live                  135.4            135.4
        Truck         104.6            104.6
        Lane           30.8             30.8
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, 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    1.84    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    40.4    32.2    81.8   154.8   207.1   238.4   248.8
(Max)       V      18.1    16.6    16.9    14.8    11.1     7.4     3.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     7.5     6.0    15.2    28.7    38.4    44.2    46.2
DC(Max)     V       3.4     3.1     3.1     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    56.1    44.8   113.5   215.0   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    23.4    20.6    15.4    10.3     5.1     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     0.5     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.3     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     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    18.2    14.5    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.6     6.7     5.0     3.3     1.7     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    10.0     8.0    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.2     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   120.0    96.2   236.1   415.2   531.6   576.4   573.4
            V      92.4    85.9    87.2    78.5    64.7    51.8    37.9    34.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    92.4    85.9    87.2    78.5    64.7    52.5    42.1    34.5
            M       0.0   120.0    96.2   236.1   415.2   515.3   557.5   573.4
Total     : M+      0.0   252.9   202.2   504.8   924.6  1213.2  1361.9  1394.5
            V     151.8   140.3   142.7   127.3   101.4    76.3    50.3    34.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   151.8   140.3   142.7   127.3   101.4    77.0    54.5    34.7
            M       0.0   252.9   202.2   504.8   924.6  1196.9  1343.0  1394.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   53.16   52.67   55.00
Self wt.  : M     238.4   207.1   154.8    81.8    32.2    40.4     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.9    16.6    18.1
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      44.2    38.4    28.7    15.2     6.0     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.1     3.1     3.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.0   113.5    44.8    56.1     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    23.4    23.0    25.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.5     4.1     2.7     1.2     0.5     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     107.2    93.1    69.7    36.8    14.5    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.6     7.4     8.1
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      59.2    51.4    38.4    20.3     8.0    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.2     4.1     4.5
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+    576.4   531.6   415.2   236.1    96.2   120.0     0.0
            V      37.9    51.8    64.7    78.5    87.2    85.9    92.4
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    42.1    52.5    64.7    78.5    87.2    85.9    92.4
            M     557.5   515.3   415.2   236.1    96.2   120.0     0.0
Total     : M+   1361.9  1213.2   924.6   504.8   202.2   252.9     0.0
            V      50.3    76.3   101.4   127.3   142.7   140.3   151.8
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    54.5    77.0   101.4   127.3   142.7   140.3   151.8
            M    1343.0  1196.9   924.6   504.8   202.2   252.9     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    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.118   0.210   0.374   0.490   0.561   0.584   0.531 
Bottom        -0.102  -0.183  -0.325  -0.427  -0.488  -0.508  -0.462 
 
Prestress
Precast-top   -0.603  -0.603  -0.603  -0.603  -0.603  -0.603  -0.603 
Bottom         2.482   2.482   2.482   2.482   2.482   2.482   2.482 
 
Total
Precast-top   -0.486  -0.393  -0.230  -0.113  -0.043  -0.019  -0.072 
Bottom         2.379   2.299   2.157   2.055   1.994   1.974   2.019 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.79 %)
             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    1.84    4.97   10.60   16.23   21.87   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.012   0.030   0.056   0.075   0.087   0.091 
Precast-top   -0.124  -0.291  -0.257  -0.045   0.391   0.704   0.893   0.958 
Bottom         0.510   1.953   1.660   1.711   1.282   0.975   0.790   0.727 
 

 
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    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.118   0.210   0.374   0.490   0.561   0.584   0.531 
Bottom        -0.102  -0.183  -0.325  -0.427  -0.488  -0.508  -0.462 
 
Prestress
Precast-top   -0.603  -0.603  -0.603  -0.603  -0.603  -0.603  -0.603 
Bottom         2.482   2.482   2.482   2.482   2.482   2.482   2.482 
 
Total
Precast-top   -0.486  -0.393  -0.230  -0.113  -0.043  -0.019  -0.072 
Bottom         2.379   2.299   2.157   2.055   1.994   1.974   2.019 
 
As_top  , in2  1.576   1.140   0.451   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 = 11.79 %)
             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    1.84    4.97   10.60   16.23   21.87   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    4.97   10.60   16.23   21.87   27.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.070   0.056   0.138   0.245   0.315   0.344   0.344 
Precast-top   -0.062  -0.117  -0.106   0.034   0.295   0.479   0.584   0.616 
Bottom         0.255   0.836   0.717   0.580   0.157  -0.132  -0.277  -0.305 
 

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
    277.9    6.5   40.5    0.504   0.0   6.00e-3 50.0    292.7     1.730    1.760      0.00
      0.0    0.4   40.3     42.0 0.236      16.2 0.87    12.00     0.092    1.016 
Transfer:   3.00
    259.9    6.5   40.5    2.269   0.0   1.41e-3 33.9    246.2     0.835    1.760      0.00
    473.1    1.6   39.7    189.0 0.224      42.6 2.33    12.00     0.092    1.117 
Critical:   3.97
    252.3    6.5   40.5    2.401   0.0   0.74e-3 31.6    224.2     0.696    1.760      0.00
    643.8    1.7   39.7    189.0 0.218      56.2 3.08    12.00     0.092    1.149 
0.1L    :   5.63
    239.6    6.5   40.5    2.622   0.0   0.39e-3 30.4    198.6     0.588    0.827      0.00
    940.2    1.8   39.6    189.0 0.207      67.6 3.72    12.00     0.092    1.208 
0.2L    :  11.27
    195.8    6.5   40.5    3.380   0.0   0.79e-3 31.8    163.2     0.514    0.620      0.00
   1701.2    2.4   39.3    189.0 0.170      54.4 3.01    12.00     0.092    1.154 
0.3L    :  16.90
    155.0    6.5   40.5    3.472   0.0   1.74e-3 35.1    134.6     0.482    0.620      0.00
   2204.8    2.4   39.3    189.0 0.135      37.6 2.08    12.00     0.092    1.225 
0.4L    :  22.53
    114.8    6.5   40.5    3.472   0.0   2.06e-3 36.2     93.6     0.349    0.413      0.00
   2441.1    2.4   39.3    189.0 0.100      34.0 1.88    24.00     0.092    1.135 
0.5L    :  28.17
     75.6    6.5   40.5    3.472   0.0   1.61e-3 34.6     44.8     0.158    0.413      0.00
   2422.2    2.4   39.3    189.0 0.066      39.2 2.17    24.00     0.092    1.865 
0.6L    :  33.80
    114.8    6.5   40.5    3.472   0.0   2.06e-3 36.2     93.6     0.349    0.413      0.00
   2441.1    2.4   39.3    189.0 0.100      34.0 1.88    24.00     0.092    1.135 
0.7L    :  39.43
    155.0    6.5   40.5    3.472   0.0   1.74e-3 35.1    134.6     0.482    0.620      0.00
   2204.8    2.4   39.3    189.0 0.135      37.6 2.08    12.00     0.092    1.225 
0.8L    :  45.07
    195.8    6.5   40.5    3.380   0.0   0.79e-3 31.8    163.2     0.514    0.620      0.00
   1701.2    2.4   39.3    189.0 0.170      54.4 3.01    12.00     0.092    1.154 
0.9L    :  50.70
    239.6    6.5   40.5    2.622   0.0   0.39e-3 30.4    198.6     0.588    0.827      0.00
    940.2    1.8   39.6    189.0 0.207      67.6 3.72    12.00     0.092    1.208 
Critical:  52.36
    252.3    6.5   40.5    2.401   0.0   0.74e-3 31.6    224.2     0.696    1.760      0.00
    643.8    1.7   39.7    189.0 0.218      56.2 3.08    12.00     0.092    1.149 
Transfer:  53.33
    259.9    6.5   40.5    2.269   0.0   1.41e-3 33.9    246.2     0.835    1.760      0.00
    473.1    1.6   39.7    189.0 0.224      42.6 2.33    12.00     0.092    1.117 
Bearing :  55.67
    277.9    6.5   40.5    0.504   0.0   6.00e-3 50.0    292.7     1.730    1.760      0.00
      0.0    0.4   40.3     42.0 0.236      16.2 0.87    12.00     0.092    1.016 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  680.58
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    1.36
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 3
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    277.9      7.66     40.50    0.36       40.32    24.00      0.300      1.803      0.000      1.760 
Transfer:      2.33
    259.9      7.27     40.50    1.60       39.70    24.00      0.300      1.675      0.000      1.760 
Critical:      3.30
    252.4      7.07     40.50    1.69       39.65    24.00      0.300      1.608      0.000      1.760 
0.1L    :      4.97
    239.6      6.73     40.50    1.85       39.58    24.00      0.300      1.492      0.000      0.827 
0.2L    :     10.60
    195.8      5.53     40.50    2.37       39.31    24.00      0.300      1.095      0.000      0.620 
0.3L    :     16.23
    155.0      4.38     40.50    2.43       39.28    24.00      0.300      0.711      0.000      0.620 
0.4L    :     21.87
    114.8      3.25     40.50    2.43       39.28    24.00      0.300      0.333      0.000      0.413 
0.5L    :     27.50
     75.6      2.14     40.50    2.43       39.28    24.00      0.300      0.000      0.000      0.413 
0.6L    :     33.13
    114.8      3.25     40.50    2.43       39.28    24.00      0.300      0.333      0.000      0.413 
0.7L    :     38.77
    155.0      4.38     40.50    2.43       39.28    24.00      0.300      0.711      0.000      0.620 
0.8L    :     44.40
    195.8      5.53     40.50    2.37       39.31    24.00      0.300      1.095      0.000      0.620 
0.9L    :     50.03
    239.6      6.73     40.50    1.85       39.58    24.00      0.300      1.492      0.000      0.827 
Critical:     51.70
    252.4      7.07     40.50    1.69       39.65    24.00      0.300      1.608      0.000      1.760 
Transfer:     52.67
    259.9      7.27     40.50    1.60       39.70    24.00      0.300      1.675      0.000      1.760 
Bearing :     55.00
    277.9      7.66     40.50    0.36       40.32    24.00      0.300      1.803      0.000      1.760 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.97 ft
Prestress      :       0.393  1.80      0.708  2.20      0.865
Self Wt.       :      -0.102  1.85     -0.189  2.40     -0.245
Deck + Haunch  :                       -0.113  2.30     -0.260
DL-Prec. (DC)  :                       -0.015  3.00     -0.045
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.037
DL-Comp. (DW)  :                       -0.007  3.00     -0.020
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 10.60 ft
Prestress      :       0.702  1.80      1.264  2.20      1.545
Self Wt.       :      -0.193  1.85     -0.358  2.40     -0.464
Deck + Haunch  :                       -0.228  2.30     -0.525
DL-Prec. (DC)  :                       -0.031  3.00     -0.092
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.025  3.00     -0.074
DL-Comp. (DW)  :                       -0.014  3.00     -0.041
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 16.23 ft
Prestress      :       0.923  1.80      1.661  2.20      2.030
Self Wt.       :      -0.265  1.85     -0.490  2.40     -0.635
Deck + Haunch  :                       -0.319  2.30     -0.734
DL-Prec. (DC)  :                       -0.043  3.00     -0.128
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.035  3.00     -0.104
DL-Comp. (DW)  :                       -0.019  3.00     -0.057
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 21.87 ft
Prestress      :       1.055  1.80      1.900  2.20      2.322
Self Wt.       :      -0.310  1.85     -0.574  2.40     -0.744
Deck + Haunch  :                       -0.377  2.30     -0.867
DL-Prec. (DC)  :                       -0.050  3.00     -0.151
Diaphragm      :                       -0.006  3.00     -0.018
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.041  3.00     -0.123
DL-Comp. (DW)  :                       -0.023  3.00     -0.068
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 27.50 ft
Prestress      :       1.100  1.80      1.979  2.20      2.419
Self Wt.       :      -0.326  1.85     -0.602  2.40     -0.781
Deck + Haunch  :                       -0.397  2.30     -0.913
DL-Prec. (DC)  :                       -0.053  3.00     -0.159
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.043  3.00     -0.129
DL-Comp. (DW)  :                       -0.024  3.00     -0.071
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 33.13 ft
Prestress      :       1.055  1.80      1.900  2.20      2.322
Self Wt.       :      -0.310  1.85     -0.574  2.40     -0.744
Deck + Haunch  :                       -0.377  2.30     -0.867
DL-Prec. (DC)  :                       -0.050  3.00     -0.151
Diaphragm      :                       -0.006  3.00     -0.018
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.041  3.00     -0.123
DL-Comp. (DW)  :                       -0.023  3.00     -0.068
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 38.77 ft
Prestress      :       0.923  1.80      1.661  2.20      2.030
Self Wt.       :      -0.265  1.85     -0.490  2.40     -0.635
Deck + Haunch  :                       -0.319  2.30     -0.734
DL-Prec. (DC)  :                       -0.043  3.00     -0.128
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.035  3.00     -0.104
DL-Comp. (DW)  :                       -0.019  3.00     -0.057
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 44.40 ft
Prestress      :       0.702  1.80      1.264  2.20      1.545
Self Wt.       :      -0.193  1.85     -0.358  2.40     -0.464
Deck + Haunch  :                       -0.228  2.30     -0.525
DL-Prec. (DC)  :                       -0.031  3.00     -0.092
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.025  3.00     -0.074
DL-Comp. (DW)  :                       -0.014  3.00     -0.041
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 50.03 ft
Prestress      :       0.393  1.80      0.708  2.20      0.865
Self Wt.       :      -0.102  1.85     -0.189  2.40     -0.245
Deck + Haunch  :                       -0.113  2.30     -0.260
DL-Prec. (DC)  :                       -0.015  3.00     -0.045
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.037
DL-Comp. (DW)  :                       -0.007  3.00     -0.020
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

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
   467.9    40.5  2.269  266.5    1.9   1.60   1999.9  0.064T 1.00       -       -     -     -  
H/2     :   1.84
   373.6    40.5  1.898  267.1    1.6   1.34   1682.5  0.077T 1.00       -       -     -     -  
0.1L    :   4.97
   940.2    40.5  2.622  265.9    2.2   1.85   2300.1  0.055T 1.00       -       -     -     -  
0.2L    :  10.60
  1751.4    40.5  3.380  264.8    2.8   2.37   2931.8  0.042T 1.00       -       -     -     -  
0.3L    :  16.23
  2295.9    40.5  3.472  264.7    2.9   2.43   3008.0  0.041T 1.00    376.6   376.6    7.99    -  
0.4L    :  21.87
  2612.6    40.5  3.472  264.7    2.9   2.43   3008.0  0.041T 1.00    321.6   321.6    9.35    -  
0.5L    :  27.50
  2690.1    40.5  3.472  264.7    2.9   2.43   3008.0  0.041T 1.00    302.6   302.6    9.94    -  
0.6L    :  33.13
  2612.6    40.5  3.472  264.7    2.9   2.43   3008.0  0.041T 1.00    321.6   321.6    9.35    -  
0.7L    :  38.77
  2295.9    40.5  3.472  264.7    2.9   2.43   3008.0  0.041T 1.00    376.6   376.6    7.99    -  
0.8L    :  44.40
  1751.4    40.5  3.380  264.8    2.8   2.37   2931.8  0.042T 1.00       -       -     -     -  
0.9L    :  50.03
   940.2    40.5  2.622  265.9    2.2   1.85   2300.1  0.055T 1.00       -       -     -     -  
H/2     :  53.16
   373.6    40.5  1.898  267.1    1.6   1.34   1682.5  0.077T 1.00       -       -     -     -  
Transfer:  52.67
   467.9    40.5  2.269  266.5    1.9   1.60   1999.9  0.064T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 3; Groups 1-8; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.015
        M   2.00 Fb     0.232
 
  2   2 E   6.00 Ft    -0.025
        M   6.00 Fb     0.511
 
  3   2 E   6.00 Ft    -0.065
        M   6.00 Fb     0.790
 
  4   2 E   6.00 Ft    -0.104
        M   6.00 Fb     1.069
 
  5   2 E   4.00 Ft    -0.176
        M   4.00 Fb     1.376
 
  6   2 E   2.00 Ft    -0.279
        M   2.00 Fb     1.710
 
  7   2 E   2.00 Ft    -0.382
        M   2.00 Fb     2.045
 
  8   2 E   2.00 Ft    -0.485
        M   2.00 Fb     2.379
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 56.33            Release Length, ft: 56.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  16
No. of strands, Draped:   0           No. of strands, Straight:  16
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.46 %               Final losses: 12.35 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.379     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.190      -0.486       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3007.99     2690.08     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.091     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.958     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.953    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.616     Midspan
    Pre.Bot:                                                             2.000   0.836    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  27.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.100  1.80      1.979  2.20      2.419
Self Wt.       :      -0.326  1.85     -0.602  2.40     -0.781
Deck + Haunch  :                       -0.397  2.30     -0.913
DL-Prec. (DC)  :                       -0.053  3.00     -0.159
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.043  3.00     -0.129
DL-Comp. (DW)  :                       -0.024  3.00     -0.071
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   55.00
     DC  Line       0.087      0.00       0.087   55.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    27.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 56.333 ft
Release length = 56.333 ft
Design  length = 55.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.794   (Calculated)    
Live Moment (1  lane  loaded)  : 0.577   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.192   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.953   (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                  =        631.7 in2           1446.7 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           295043 in4#
Ht. of c.g.           =        17.14 in             30.18 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1571.8 plf   
Mom. of Inertia (Iyy) =      35975.0 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     1.84     4.97    10.60    16.23    21.87    27.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    635.9    650.5    647.5    650.5    650.5    650.5    650.5    650.5
  Yb      ,  in    17.05    16.75    16.81    16.75    16.75    16.75    16.75    16.75
  MI(Ixx) , in4   100726   103260   102737   103260   103260   103260   103260   103260
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1450.7   1464.7   1461.8   1464.7   1464.7   1464.7   1464.7   1464.7
  Yb      ,  in    30.11    29.86    29.91    29.86    29.86    29.86    29.86    29.86
  MI(Ixx) , in4   297842   307518   305503   307518   307518   307518   307518   307518

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.19 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.75 in):
     8 @  2.000 in     2 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.47 in2      Initial Pull          =      680.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.955 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.943 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.160 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)       
-------------------------------------------------------------------------------------
       901.333         740 666.986      9.153 37068.566   519.350     356.584        
 
 
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      4.1250    Yes
      2      US#6[M19]       60.00        0.88       6.50       4.1250      4.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.6667      7.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.6667     20.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      20.6667     35.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      35.6667     48.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00      48.6667     51.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      51.6667     52.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      52.2083     56.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      56.2083     56.3333     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 56.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.4720 in2       Ycg =  3.75 in
         P_init    =      680.6 kips  Ecc = 13.39 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    10.71 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.666 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.74 ksi    0.00 ksi
    due to Composite Loads                                 -1.10 ksi    0.00 ksi
    due to Live Loads                                      -4.76 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                         9.79 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 10.71 ksi  ( 5.46 %)            13.50 ksi ( 6.89 %)
Total Prestress Losses                                    24.21 ksi (12.35 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    40.4    32.2    81.8   154.8   207.1   238.4   248.8
(Max)       V      18.1    16.6    16.9    14.8    11.1     7.4     3.7     0.0
DL-Prec.  : M       0.0     7.5     6.0    15.2    28.7    38.4    44.2    46.2
DC(Max)     V       3.4     3.1     3.1     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.1    44.8   113.5   215.0   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    23.4    20.6    15.4    10.3     5.1     0.0
Diaphragm : M       0.0     0.6     0.5     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    18.2    14.5    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.6     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0     8.0    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.2     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   171.0   136.6   342.3   631.5   817.7   923.4   941.9
            V     115.7   109.1   110.5   101.5    35.1    19.4    50.4    16.0
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   115.7   109.1   110.5   101.5    85.3    70.8    56.6    43.0
            M      -0.0   174.0   139.4   342.3   602.8   765.7   825.4   788.8
Total     : M+      0.0   303.9   242.6   611.1  1140.9  1499.3  1708.9  1763.0
            V     175.2   163.5   165.9   150.3    71.8    43.9    62.8    16.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   175.2   163.5   165.9   150.3   122.0    95.3    69.0    43.3
            M      -0.0   306.9   245.4   611.1  1112.1  1447.3  1610.9  1609.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   53.16   52.67   55.00
Self wt.  : M     238.4   207.1   154.8    81.8    32.2    40.4     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.9    16.6    18.1
DL-Prec.  : M      44.2    38.4    28.7    15.2     6.0     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.1     3.1     3.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.0   113.5    44.8    56.1     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    23.4    23.0    25.1
Diaphragm : M       5.5     4.1     2.7     1.2     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     107.2    93.1    69.7    36.8    14.5    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.6     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3     8.0    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.2     4.1     4.5
LL + I    : M+    923.4   817.7   631.5   342.3   136.6   171.0     0.0
            V      50.4    19.4    35.1   101.5   110.5   109.1   115.7
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    56.6    70.8    85.3   101.5   110.5   109.1   115.7
            M     825.4   765.7   602.8   342.3   139.4   174.0     0.0
Total     : M+   1708.9  1499.3  1140.9   611.1   242.6   303.9     0.0
            V      62.8    43.9    71.8   150.3   165.9   163.5   175.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    69.0    95.3   122.0   150.3   165.9   163.5   175.2
            M    1610.9  1447.3  1112.1   611.1   245.4   306.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               18.1             18.1
Deck+Haunch            25.1             25.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            3.4              3.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           40.7             40.7
DL-Comp.(DW)           22.5             22.5
Live                   77.4             77.4
        Truck          59.8             59.8
        Lane           17.6             17.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, 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    1.84    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    40.4    32.2    81.8   154.8   207.1   238.4   248.8
(Max)       V      18.1    16.6    16.9    14.8    11.1     7.4     3.7     0.0
DL-Prec.  : M       0.0     7.5     6.0    15.2    28.7    38.4    44.2    46.2
DC(Max)     V       3.4     3.1     3.1     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    56.1    44.8   113.5   215.0   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    23.4    20.6    15.4    10.3     5.1     0.0
Diaphragm : M       0.0     0.6     0.5     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    18.2    14.5    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.6     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0     8.0    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.2     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   136.8   109.3   273.9   505.2   654.2   738.7   753.5
            V      92.6    87.2    88.4    81.2    28.1    15.5    40.3    12.8
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    92.6    87.2    88.4    81.2    68.3    56.6    45.3    34.4
            M      -0.0   139.2   111.5   273.9   482.2   612.5   660.3   631.0
Total     : M+      0.0   269.7   215.3   542.7  1014.6  1335.8  1524.2  1574.6
            V     152.0   141.7   143.9   130.0    64.7    40.1    52.7    13.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   152.0   141.7   143.9   130.0   104.9    81.1    57.7    34.7
            M      -0.0   272.1   217.5   542.7   991.6  1294.1  1445.8  1452.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   53.16   52.67   55.00
Self wt.  : M     238.4   207.1   154.8    81.8    32.2    40.4     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.9    16.6    18.1
DL-Prec.  : M      44.2    38.4    28.7    15.2     6.0     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.1     3.1     3.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.0   113.5    44.8    56.1     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    23.4    23.0    25.1
Diaphragm : M       5.5     4.1     2.7     1.2     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     107.2    93.1    69.7    36.8    14.5    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.6     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3     8.0    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.2     4.1     4.5
LL + I    : M+    738.7   654.2   505.2   273.9   109.3   136.8     0.0
            V      40.3    15.5    28.1    81.2    88.4    87.2    92.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    45.3    56.6    68.3    81.2    88.4    87.2    92.6
            M     660.3   612.5   482.2   273.9   111.5   139.2     0.0
Total     : M+   1524.2  1335.8  1014.6   542.7   215.3   269.7     0.0
            V      52.7    40.1    64.7   130.0   143.9   141.7   152.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    57.7    81.1   104.9   130.0   143.9   141.7   152.0
            M    1445.8  1294.1   991.6   542.7   217.5   272.1     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    1.84    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    50.5    40.3   102.2   193.6   258.8   298.0   311.0
(Max)       V      22.6    20.7    21.1    18.5    13.9     9.3     4.6     0.0
Self wt.  : M       0.0    36.4    29.0    73.6   139.4   186.3   214.5   223.9
(Min)       V      16.3    14.9    15.2    13.3    10.0     6.7     3.3     0.0
DL-Prec.  : M       0.0     9.4     7.5    19.0    35.9    48.0    55.3    57.7
DC(Max)     V       4.2     3.8     3.9     3.4     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     6.8     5.4    13.7    25.9    34.6    39.8    41.6
DC(Min)     V       3.0     2.8     2.8     2.5     1.9     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    70.2    56.0   141.9   268.8   359.4   413.8   431.9
Haunch (Max)V      31.4    28.7    29.3    25.7    19.3    12.9     6.4     0.0
Deck +    : M       0.0    50.5    40.3   102.2   193.5   258.8   297.9   311.0
Haunch (Min)V      22.6    20.7    21.1    18.5    13.9     9.3     4.6     0.0
Diaphragm : M       0.0     0.7     0.6     1.6     3.3     5.1     6.8     8.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.4     1.1     2.4     3.7     4.9     6.2
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    22.7    18.1    46.0    87.1   116.4   134.0   139.9
DC(Max)     V      10.2     9.3     9.5     8.3     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    16.4    13.1    33.1    62.7    83.8    96.5   100.7
DC(Min)     V       7.3     6.7     6.8     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0    15.1    12.0    30.4    57.6    77.1    88.7    92.6
DW(Max)     V       6.7     6.2     6.3     5.5     4.1     2.8     1.4     0.0
DL-Comp   : M       0.0     6.5     5.2    13.2    25.0    33.4    38.5    40.1
DW(Min)     V       2.9     2.7     2.7     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   299.3   239.1   599.1  1105.1  1431.0  1615.9  1648.3
            V     202.5   190.8   193.3   177.7    61.5    34.0    88.2    28.0
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   202.5   190.8   193.3   177.7   149.3   123.9    99.1    75.3
            M      -0.0   304.5   244.0   599.1  1054.9  1339.9  1444.4  1380.4
Total     : M+      0.0   467.9   373.6   940.2  1751.4  2295.9  2612.6  2690.1
            V     277.9   259.9   263.7   239.6   108.0    65.1   103.9    28.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   277.9   259.9   263.7   239.6   195.8   155.0   114.8    75.6
            M      -0.0   473.1   378.5   940.2  1701.2  2204.8  2441.1  2422.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   53.16   52.67   55.00
Self wt.  : M     298.0   258.8   193.6   102.2    40.3    50.5     0.0
(Max)       V       4.6     9.3    13.9    18.5    21.1    20.7    22.6
Self wt.  : M     214.5   186.3   139.4    73.6    29.0    36.4     0.0
(Min)       V       3.3     6.7    10.0    13.3    15.2    14.9    16.3
DL-Prec.  : M      55.3    48.0    35.9    19.0     7.5     9.4     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     3.9     3.8     4.2
DL-Prec.  : M      39.8    34.6    25.9    13.7     5.4     6.8     0.0
DC(Min)     V       0.6     1.2     1.9     2.5     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     413.8   359.4   268.8   141.9    56.0    70.2     0.0
Haunch (Max)V       6.4    12.9    19.3    25.7    29.3    28.7    31.4
Deck +    : M     297.9   258.8   193.5   102.2    40.3    50.5     0.0
Haunch (Min)V       4.6     9.3    13.9    18.5    21.1    20.7    22.6
Diaphragm : M       6.8     5.1     3.3     1.6     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       4.9     3.7     2.4     1.1     0.4     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     134.0   116.4    87.1    46.0    18.1    22.7     0.0
DC(Max)     V       2.1     4.2     6.3     8.3     9.5     9.3    10.2
DL-Comp   : M      96.5    83.8    62.7    33.1    13.1    16.4     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     6.8     6.7     7.3
DL-Comp   : M      88.7    77.1    57.6    30.4    12.0    15.1     0.0
DW(Max)     V       1.4     2.8     4.1     5.5     6.3     6.2     6.7
DL-Comp   : M      38.5    33.4    25.0    13.2     5.2     6.5     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.7     2.7     2.9
LL + I    : M+   1615.9  1431.0  1105.1   599.1   239.1   299.3     0.0
            V      88.2    34.0    61.5   177.7   193.3   190.8   202.5
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    99.1   123.9   149.3   177.7   193.3   190.8   202.5
            M    1444.4  1339.9  1054.9   599.1   244.0   304.5     0.0
Total     : M+   2612.6  2295.9  1751.4   940.2   373.6   467.9     0.0
            V     103.9    65.1   108.0   239.6   263.7   259.9   277.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   114.8   155.0   195.8   239.6   263.7   259.9   277.9
            M    2441.1  2204.8  1701.2   940.2   378.5   473.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               22.6             22.6
Deck+Haunch            31.4             31.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            4.2              4.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           50.9             50.9
DL-Comp.(DW)           33.7             33.7
Live                  135.4            135.4
        Truck         104.6            104.6
        Lane           30.8             30.8
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, 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    1.84    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    40.4    32.2    81.8   154.8   207.1   238.4   248.8
(Max)       V      18.1    16.6    16.9    14.8    11.1     7.4     3.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     7.5     6.0    15.2    28.7    38.4    44.2    46.2
DC(Max)     V       3.4     3.1     3.1     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    56.1    44.8   113.5   215.0   287.5   331.0   345.5
Haunch (Max)V      25.1    23.0    23.4    20.6    15.4    10.3     5.1     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     0.5     1.2     2.7     4.1     5.5     6.9
(Max)       V       0.3     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     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    18.2    14.5    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.6     6.7     5.0     3.3     1.7     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    10.0     8.0    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.2     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   120.0    96.2   236.1   415.2   531.6   576.4   573.4
            V      92.4    85.9    87.2    78.5    64.7    51.8    37.9    34.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    92.4    85.9    87.2    78.5    64.7    52.5    42.1    34.5
            M       0.0   120.0    96.2   236.1   415.2   515.3   557.5   573.4
Total     : M+      0.0   252.9   202.2   504.8   924.6  1213.2  1361.9  1394.5
            V     151.8   140.3   142.7   127.3   101.4    76.3    50.3    34.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   151.8   140.3   142.7   127.3   101.4    77.0    54.5    34.7
            M       0.0   252.9   202.2   504.8   924.6  1196.9  1343.0  1394.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   53.16   52.67   55.00
Self wt.  : M     238.4   207.1   154.8    81.8    32.2    40.4     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.9    16.6    18.1
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      44.2    38.4    28.7    15.2     6.0     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.1     3.1     3.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     331.0   287.5   215.0   113.5    44.8    56.1     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    23.4    23.0    25.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.5     4.1     2.7     1.2     0.5     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     107.2    93.1    69.7    36.8    14.5    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.6     7.4     8.1
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      59.2    51.4    38.4    20.3     8.0    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.2     4.1     4.5
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+    576.4   531.6   415.2   236.1    96.2   120.0     0.0
            V      37.9    51.8    64.7    78.5    87.2    85.9    92.4
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    42.1    52.5    64.7    78.5    87.2    85.9    92.4
            M     557.5   515.3   415.2   236.1    96.2   120.0     0.0
Total     : M+   1361.9  1213.2   924.6   504.8   202.2   252.9     0.0
            V      50.3    76.3   101.4   127.3   142.7   140.3   151.8
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    54.5    77.0   101.4   127.3   142.7   140.3   151.8
            M    1343.0  1196.9   924.6   504.8   202.2   252.9     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    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.118   0.210   0.374   0.490   0.561   0.584   0.531 
Bottom        -0.102  -0.183  -0.325  -0.427  -0.488  -0.508  -0.462 
 
Prestress
Precast-top   -0.603  -0.603  -0.603  -0.603  -0.603  -0.603  -0.603 
Bottom         2.482   2.482   2.482   2.482   2.482   2.482   2.482 
 
Total
Precast-top   -0.486  -0.393  -0.230  -0.113  -0.043  -0.019  -0.072 
Bottom         2.379   2.299   2.157   2.055   1.994   1.974   2.019 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.79 %)
             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    1.84    4.97   10.60   16.23   21.87   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.012   0.030   0.056   0.075   0.087   0.091 
Precast-top   -0.124  -0.291  -0.257  -0.045   0.391   0.704   0.893   0.958 
Bottom         0.510   1.953   1.660   1.711   1.282   0.975   0.790   0.727 
 

 
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    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.118   0.210   0.374   0.490   0.561   0.584   0.531 
Bottom        -0.102  -0.183  -0.325  -0.427  -0.488  -0.508  -0.462 
 
Prestress
Precast-top   -0.603  -0.603  -0.603  -0.603  -0.603  -0.603  -0.603 
Bottom         2.482   2.482   2.482   2.482   2.482   2.482   2.482 
 
Total
Precast-top   -0.486  -0.393  -0.230  -0.113  -0.043  -0.019  -0.072 
Bottom         2.379   2.299   2.157   2.055   1.994   1.974   2.019 
 
As_top  , in2  1.576   1.140   0.451   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 = 11.79 %)
             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    1.84    4.97   10.60   16.23   21.87   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    4.97   10.60   16.23   21.87   27.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.070   0.056   0.138   0.245   0.315   0.344   0.344 
Precast-top   -0.062  -0.117  -0.106   0.034   0.295   0.479   0.584   0.616 
Bottom         0.255   0.836   0.717   0.580   0.157  -0.132  -0.277  -0.305 
 

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
    277.9    6.5   40.5    0.504   0.0   6.00e-3 50.0    292.7     1.730    1.760      0.00
      0.0    0.4   40.3     42.0 0.236      16.2 0.87    12.00     0.092    1.016 
Transfer:   3.00
    259.9    6.5   40.5    2.269   0.0   1.41e-3 33.9    246.2     0.835    1.760      0.00
    473.1    1.6   39.7    189.0 0.224      42.6 2.33    12.00     0.092    1.117 
Critical:   3.97
    252.3    6.5   40.5    2.401   0.0   0.74e-3 31.6    224.2     0.696    1.760      0.00
    643.8    1.7   39.7    189.0 0.218      56.2 3.08    12.00     0.092    1.149 
0.1L    :   5.63
    239.6    6.5   40.5    2.622   0.0   0.39e-3 30.4    198.6     0.588    0.827      0.00
    940.2    1.8   39.6    189.0 0.207      67.6 3.72    12.00     0.092    1.208 
0.2L    :  11.27
    195.8    6.5   40.5    3.380   0.0   0.79e-3 31.8    163.2     0.514    0.620      0.00
   1701.2    2.4   39.3    189.0 0.170      54.4 3.01    12.00     0.092    1.154 
0.3L    :  16.90
    155.0    6.5   40.5    3.472   0.0   1.74e-3 35.1    134.6     0.482    0.620      0.00
   2204.8    2.4   39.3    189.0 0.135      37.6 2.08    12.00     0.092    1.225 
0.4L    :  22.53
    114.8    6.5   40.5    3.472   0.0   2.06e-3 36.2     93.6     0.349    0.413      0.00
   2441.1    2.4   39.3    189.0 0.100      34.0 1.88    24.00     0.092    1.135 
0.5L    :  28.17
     75.6    6.5   40.5    3.472   0.0   1.61e-3 34.6     44.8     0.158    0.413      0.00
   2422.2    2.4   39.3    189.0 0.066      39.2 2.17    24.00     0.092    1.865 
0.6L    :  33.80
    114.8    6.5   40.5    3.472   0.0   2.06e-3 36.2     93.6     0.349    0.413      0.00
   2441.1    2.4   39.3    189.0 0.100      34.0 1.88    24.00     0.092    1.135 
0.7L    :  39.43
    155.0    6.5   40.5    3.472   0.0   1.74e-3 35.1    134.6     0.482    0.620      0.00
   2204.8    2.4   39.3    189.0 0.135      37.6 2.08    12.00     0.092    1.225 
0.8L    :  45.07
    195.8    6.5   40.5    3.380   0.0   0.79e-3 31.8    163.2     0.514    0.620      0.00
   1701.2    2.4   39.3    189.0 0.170      54.4 3.01    12.00     0.092    1.154 
0.9L    :  50.70
    239.6    6.5   40.5    2.622   0.0   0.39e-3 30.4    198.6     0.588    0.827      0.00
    940.2    1.8   39.6    189.0 0.207      67.6 3.72    12.00     0.092    1.208 
Critical:  52.36
    252.3    6.5   40.5    2.401   0.0   0.74e-3 31.6    224.2     0.696    1.760      0.00
    643.8    1.7   39.7    189.0 0.218      56.2 3.08    12.00     0.092    1.149 
Transfer:  53.33
    259.9    6.5   40.5    2.269   0.0   1.41e-3 33.9    246.2     0.835    1.760      0.00
    473.1    1.6   39.7    189.0 0.224      42.6 2.33    12.00     0.092    1.117 
Bearing :  55.67
    277.9    6.5   40.5    0.504   0.0   6.00e-3 50.0    292.7     1.730    1.760      0.00
      0.0    0.4   40.3     42.0 0.236      16.2 0.87    12.00     0.092    1.016 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  680.58
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    1.36
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 4
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    277.9      7.66     40.50    0.36       40.32    24.00      0.300      1.803      0.000      1.760 
Transfer:      2.33
    259.9      7.27     40.50    1.60       39.70    24.00      0.300      1.675      0.000      1.760 
Critical:      3.30
    252.4      7.07     40.50    1.69       39.65    24.00      0.300      1.608      0.000      1.760 
0.1L    :      4.97
    239.6      6.73     40.50    1.85       39.58    24.00      0.300      1.492      0.000      0.827 
0.2L    :     10.60
    195.8      5.53     40.50    2.37       39.31    24.00      0.300      1.095      0.000      0.620 
0.3L    :     16.23
    155.0      4.38     40.50    2.43       39.28    24.00      0.300      0.711      0.000      0.620 
0.4L    :     21.87
    114.8      3.25     40.50    2.43       39.28    24.00      0.300      0.333      0.000      0.413 
0.5L    :     27.50
     75.6      2.14     40.50    2.43       39.28    24.00      0.300      0.000      0.000      0.413 
0.6L    :     33.13
    114.8      3.25     40.50    2.43       39.28    24.00      0.300      0.333      0.000      0.413 
0.7L    :     38.77
    155.0      4.38     40.50    2.43       39.28    24.00      0.300      0.711      0.000      0.620 
0.8L    :     44.40
    195.8      5.53     40.50    2.37       39.31    24.00      0.300      1.095      0.000      0.620 
0.9L    :     50.03
    239.6      6.73     40.50    1.85       39.58    24.00      0.300      1.492      0.000      0.827 
Critical:     51.70
    252.4      7.07     40.50    1.69       39.65    24.00      0.300      1.608      0.000      1.760 
Transfer:     52.67
    259.9      7.27     40.50    1.60       39.70    24.00      0.300      1.675      0.000      1.760 
Bearing :     55.00
    277.9      7.66     40.50    0.36       40.32    24.00      0.300      1.803      0.000      1.760 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.97 ft
Prestress      :       0.393  1.80      0.708  2.20      0.865
Self Wt.       :      -0.102  1.85     -0.189  2.40     -0.245
Deck + Haunch  :                       -0.113  2.30     -0.260
DL-Prec. (DC)  :                       -0.015  3.00     -0.045
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.037
DL-Comp. (DW)  :                       -0.007  3.00     -0.020
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 10.60 ft
Prestress      :       0.702  1.80      1.264  2.20      1.545
Self Wt.       :      -0.193  1.85     -0.358  2.40     -0.464
Deck + Haunch  :                       -0.228  2.30     -0.525
DL-Prec. (DC)  :                       -0.031  3.00     -0.092
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.025  3.00     -0.074
DL-Comp. (DW)  :                       -0.014  3.00     -0.041
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 16.23 ft
Prestress      :       0.923  1.80      1.661  2.20      2.030
Self Wt.       :      -0.265  1.85     -0.490  2.40     -0.635
Deck + Haunch  :                       -0.319  2.30     -0.734
DL-Prec. (DC)  :                       -0.043  3.00     -0.128
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.035  3.00     -0.104
DL-Comp. (DW)  :                       -0.019  3.00     -0.057
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 21.87 ft
Prestress      :       1.055  1.80      1.900  2.20      2.322
Self Wt.       :      -0.310  1.85     -0.574  2.40     -0.744
Deck + Haunch  :                       -0.377  2.30     -0.867
DL-Prec. (DC)  :                       -0.050  3.00     -0.151
Diaphragm      :                       -0.006  3.00     -0.018
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.041  3.00     -0.123
DL-Comp. (DW)  :                       -0.023  3.00     -0.068
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 27.50 ft
Prestress      :       1.100  1.80      1.979  2.20      2.419
Self Wt.       :      -0.326  1.85     -0.602  2.40     -0.781
Deck + Haunch  :                       -0.397  2.30     -0.913
DL-Prec. (DC)  :                       -0.053  3.00     -0.159
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.043  3.00     -0.129
DL-Comp. (DW)  :                       -0.024  3.00     -0.071
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 33.13 ft
Prestress      :       1.055  1.80      1.900  2.20      2.322
Self Wt.       :      -0.310  1.85     -0.574  2.40     -0.744
Deck + Haunch  :                       -0.377  2.30     -0.867
DL-Prec. (DC)  :                       -0.050  3.00     -0.151
Diaphragm      :                       -0.006  3.00     -0.018
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.041  3.00     -0.123
DL-Comp. (DW)  :                       -0.023  3.00     -0.068
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 38.77 ft
Prestress      :       0.923  1.80      1.661  2.20      2.030
Self Wt.       :      -0.265  1.85     -0.490  2.40     -0.635
Deck + Haunch  :                       -0.319  2.30     -0.734
DL-Prec. (DC)  :                       -0.043  3.00     -0.128
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.035  3.00     -0.104
DL-Comp. (DW)  :                       -0.019  3.00     -0.057
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 44.40 ft
Prestress      :       0.702  1.80      1.264  2.20      1.545
Self Wt.       :      -0.193  1.85     -0.358  2.40     -0.464
Deck + Haunch  :                       -0.228  2.30     -0.525
DL-Prec. (DC)  :                       -0.031  3.00     -0.092
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.025  3.00     -0.074
DL-Comp. (DW)  :                       -0.014  3.00     -0.041
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 50.03 ft
Prestress      :       0.393  1.80      0.708  2.20      0.865
Self Wt.       :      -0.102  1.85     -0.189  2.40     -0.245
Deck + Haunch  :                       -0.113  2.30     -0.260
DL-Prec. (DC)  :                       -0.015  3.00     -0.045
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.037
DL-Comp. (DW)  :                       -0.007  3.00     -0.020
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

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
   467.9    40.5  2.269  266.5    1.9   1.60   1999.9  0.064T 1.00       -       -     -     -  
H/2     :   1.84
   373.6    40.5  1.898  267.1    1.6   1.34   1682.5  0.077T 1.00       -       -     -     -  
0.1L    :   4.97
   940.2    40.5  2.622  265.9    2.2   1.85   2300.1  0.055T 1.00       -       -     -     -  
0.2L    :  10.60
  1751.4    40.5  3.380  264.8    2.8   2.37   2931.8  0.042T 1.00       -       -     -     -  
0.3L    :  16.23
  2295.9    40.5  3.472  264.7    2.9   2.43   3008.0  0.041T 1.00    376.6   376.6    7.99    -  
0.4L    :  21.87
  2612.6    40.5  3.472  264.7    2.9   2.43   3008.0  0.041T 1.00    321.6   321.6    9.35    -  
0.5L    :  27.50
  2690.1    40.5  3.472  264.7    2.9   2.43   3008.0  0.041T 1.00    302.6   302.6    9.94    -  
0.6L    :  33.13
  2612.6    40.5  3.472  264.7    2.9   2.43   3008.0  0.041T 1.00    321.6   321.6    9.35    -  
0.7L    :  38.77
  2295.9    40.5  3.472  264.7    2.9   2.43   3008.0  0.041T 1.00    376.6   376.6    7.99    -  
0.8L    :  44.40
  1751.4    40.5  3.380  264.8    2.8   2.37   2931.8  0.042T 1.00       -       -     -     -  
0.9L    :  50.03
   940.2    40.5  2.622  265.9    2.2   1.85   2300.1  0.055T 1.00       -       -     -     -  
H/2     :  53.16
   373.6    40.5  1.898  267.1    1.6   1.34   1682.5  0.077T 1.00       -       -     -     -  
Transfer:  52.67
   467.9    40.5  2.269  266.5    1.9   1.60   1999.9  0.064T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 4; Groups 1-8; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.015
        M   2.00 Fb     0.232
 
  2   2 E   6.00 Ft    -0.025
        M   6.00 Fb     0.511
 
  3   2 E   6.00 Ft    -0.065
        M   6.00 Fb     0.790
 
  4   2 E   6.00 Ft    -0.104
        M   6.00 Fb     1.069
 
  5   2 E   4.00 Ft    -0.176
        M   4.00 Fb     1.376
 
  6   2 E   2.00 Ft    -0.279
        M   2.00 Fb     1.710
 
  7   2 E   2.00 Ft    -0.382
        M   2.00 Fb     2.045
 
  8   2 E   2.00 Ft    -0.485
        M   2.00 Fb     2.379
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 56.33            Release Length, ft: 56.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  16
No. of strands, Draped:   0           No. of strands, Straight:  16
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.46 %               Final losses: 12.35 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.379     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.190      -0.486       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3007.99     2690.08     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.091     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.958     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.953    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.616     Midspan
    Pre.Bot:                                                             2.000   0.836    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  27.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.100  1.80      1.979  2.20      2.419
Self Wt.       :      -0.326  1.85     -0.602  2.40     -0.781
Deck + Haunch  :                       -0.397  2.30     -0.913
DL-Prec. (DC)  :                       -0.053  3.00     -0.159
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.043  3.00     -0.129
DL-Comp. (DW)  :                       -0.024  3.00     -0.071
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              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   55.00
     DC  Line       0.076      0.00       0.076   55.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    27.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 56.333 ft
Release length = 56.333 ft
Design  length = 55.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.777   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.947   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.043   (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                  =        631.7 in2           1349.5 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           283735 in4#
Ht. of c.g.           =        17.14 in             29.45 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1462.8 plf   
Mom. of Inertia (Iyy) =      35975.0 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     1.84     4.97    10.60    16.23    21.87    27.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    635.9    650.5    647.5    650.5    650.5    650.5    650.5    650.5
  Yb      ,  in    17.05    16.75    16.81    16.75    16.75    16.75    16.75    16.75
  MI(Ixx) , in4   100726   103260   102737   103260   103260   103260   103260   103260
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1353.5   1367.6   1364.6   1367.6   1367.6   1367.6   1367.6   1367.6
  Yb      ,  in    29.37    29.11    29.17    29.11    29.11    29.11    29.11    29.11
  MI(Ixx) , in4   286380   295516   293615   295516   295516   295516   295516   295516

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.19 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.75 in):
     8 @  2.000 in     2 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.47 in2      Initial Pull          =      680.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.897 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.872 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.160 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)       
-------------------------------------------------------------------------------------
       901.333         740 666.986      9.153 37068.566   519.350     356.584        
 
 
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      4.1250    Yes
      2      US#6[M19]       60.00        0.88       6.50       4.1250      4.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.6667      7.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.6667     20.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      20.6667     35.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      35.6667     48.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00      48.6667     51.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      51.6667     52.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      52.2083     56.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      56.2083     56.3333     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 56.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.4720 in2       Ycg =  3.75 in
         P_init    =      680.6 kips  Ecc = 13.39 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    10.71 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.666 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.28 ksi    0.00 ksi
    due to Composite Loads                                 -1.11 ksi    0.00 ksi
    due to Live Loads                                      -4.85 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                         9.79 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 10.71 ksi  ( 5.46 %)            13.86 ksi ( 7.07 %)
Total Prestress Losses                                    24.56 ksi (12.53 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    1.84    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    40.4    32.2    81.8   154.8   207.1   238.4   248.8
(Max)       V      18.1    16.6    16.9    14.8    11.1     7.4     3.7     0.0
DL-Prec.  : M       0.0     6.9     5.5    13.9    26.3    35.1    40.4    42.2
DC(Max)     V       3.1     2.8     2.9     2.5     1.9     1.3     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    49.5    39.4   100.0   189.4   253.2   291.6   304.3
Haunch (Max)V      22.1    20.3    20.6    18.1    13.6     9.1     4.5     0.0
Diaphragm : M       0.0     0.3     0.2     0.6     1.3     2.0     2.7     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    18.2    14.5    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.6     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0     8.0    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.2     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   172.3   137.7   345.0   636.3   824.0   930.5   949.1
            V     101.3    95.5    96.7    88.9    30.8    17.0    44.1    14.0
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   101.3    95.5    96.7    88.9    74.7    62.0    49.6    37.7
            M      -0.0   175.3   140.5   345.0   607.4   771.5   831.7   794.8
Total     : M+      0.0   297.6   237.6   598.3  1116.2  1466.0  1669.9  1721.5
            V     157.4   146.8   149.0   134.9    65.3    40.0    55.7    14.2
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   157.4   146.8   149.0   134.9   109.2    85.0    61.2    37.8
            M      -0.0   300.6   240.4   598.3  1087.3  1413.5  1571.2  1567.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   53.16   52.67   55.00
Self wt.  : M     238.4   207.1   154.8    81.8    32.2    40.4     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.9    16.6    18.1
DL-Prec.  : M      40.4    35.1    26.3    13.9     5.5     6.9     0.0
DC(Max)     V       0.6     1.3     1.9     2.5     2.9     2.8     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     291.6   253.2   189.4   100.0    39.4    49.5     0.0
Haunch (Max)V       4.5     9.1    13.6    18.1    20.6    20.3    22.1
Diaphragm : M       2.7     2.0     1.3     0.6     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     107.2    93.1    69.7    36.8    14.5    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.6     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3     8.0    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.2     4.1     4.5
LL + I    : M+    930.5   824.0   636.3   345.0   137.7   172.3     0.0
            V      44.1    17.0    30.8    88.9    96.7    95.5   101.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    49.6    62.0    74.7    88.9    96.7    95.5   101.3
            M     831.7   771.5   607.4   345.0   140.5   175.3     0.0
Total     : M+   1669.9  1466.0  1116.2   598.3   237.6   297.6     0.0
            V      55.7    40.0    65.3   134.9   149.0   146.8   157.4
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    61.2    85.0   109.2   134.9   149.0   146.8   157.4
            M    1571.2  1413.5  1087.3   598.3   240.4   300.6     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               18.1             18.1
Deck+Haunch            22.1             22.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.1              3.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           40.7             40.7
DL-Comp.(DW)           22.5             22.5
Live                   77.4             77.4
        Truck          59.8             59.8
        Lane           17.6             17.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, 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    1.84    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    40.4    32.2    81.8   154.8   207.1   238.4   248.8
(Max)       V      18.1    16.6    16.9    14.8    11.1     7.4     3.7     0.0
DL-Prec.  : M       0.0     6.9     5.5    13.9    26.3    35.1    40.4    42.2
DC(Max)     V       3.1     2.8     2.9     2.5     1.9     1.3     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    49.5    39.4   100.0   189.4   253.2   291.6   304.3
Haunch (Max)V      22.1    20.3    20.6    18.1    13.6     9.1     4.5     0.0
Diaphragm : M       0.0     0.3     0.2     0.6     1.3     2.0     2.7     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    18.2    14.5    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.6     6.7     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0    10.0     8.0    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.2     3.7     2.8     1.8     0.9     0.0
LL + I    : M+      0.0   137.9   110.2   276.0   509.1   659.2   744.4   759.3
            V      81.0    76.4    77.4    71.1    24.6    13.6    35.3    11.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    81.0    76.4    77.4    71.1    59.8    49.6    39.7    30.2
            M      -0.0   140.3   112.4   276.0   485.9   617.2   665.4   635.9
Total     : M+      0.0   263.1   210.0   529.3   989.0  1301.2  1483.8  1531.7
            V     137.1   127.7   129.7   117.1    59.1    36.6    46.9    11.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   137.1   127.7   129.7   117.1    94.3    72.6    51.3    30.3
            M      -0.0   265.5   212.3   529.3   965.8  1259.2  1404.8  1408.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   53.16   52.67   55.00
Self wt.  : M     238.4   207.1   154.8    81.8    32.2    40.4     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.9    16.6    18.1
DL-Prec.  : M      40.4    35.1    26.3    13.9     5.5     6.9     0.0
DC(Max)     V       0.6     1.3     1.9     2.5     2.9     2.8     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     291.6   253.2   189.4   100.0    39.4    49.5     0.0
Haunch (Max)V       4.5     9.1    13.6    18.1    20.6    20.3    22.1
Diaphragm : M       2.7     2.0     1.3     0.6     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     107.2    93.1    69.7    36.8    14.5    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.6     7.4     8.1
DL-Comp   : M      59.2    51.4    38.4    20.3     8.0    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.2     4.1     4.5
LL + I    : M+    744.4   659.2   509.1   276.0   110.2   137.9     0.0
            V      35.3    13.6    24.6    71.1    77.4    76.4    81.0
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    39.7    49.6    59.8    71.1    77.4    76.4    81.0
            M     665.4   617.2   485.9   276.0   112.4   140.3     0.0
Total     : M+   1483.8  1301.2   989.0   529.3   210.0   263.1     0.0
            V      46.9    36.6    59.1   117.1   129.7   127.7   137.1
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    51.3    72.6    94.3   117.1   129.7   127.7   137.1
            M    1404.8  1259.2   965.8   529.3   212.3   265.5     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    1.84    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    50.5    40.3   102.2   193.6   258.8   298.0   311.0
(Max)       V      22.6    20.7    21.1    18.5    13.9     9.3     4.6     0.0
Self wt.  : M       0.0    36.4    29.0    73.6   139.4   186.3   214.5   223.9
(Min)       V      16.3    14.9    15.2    13.3    10.0     6.7     3.3     0.0
DL-Prec.  : M       0.0     8.6     6.8    17.3    32.8    43.9    50.5    52.7
DC(Max)     V       3.8     3.5     3.6     3.1     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     6.2     4.9    12.5    23.6    31.6    36.4    38.0
DC(Min)     V       2.8     2.5     2.6     2.3     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    61.8    49.3   125.0   236.7   316.6   364.4   380.4
Haunch (Max)V      27.7    25.3    25.8    22.7    17.0    11.3     5.7     0.0
Deck +    : M       0.0    44.5    35.5    90.0   170.5   227.9   262.4   273.9
Haunch (Min)V      19.9    18.2    18.6    16.3    12.2     8.2     4.1     0.0
Diaphragm : M       0.0     0.4     0.3     0.8     1.7     2.5     3.4     4.3
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.6     1.2     1.8     2.5     3.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    22.7    18.1    46.0    87.1   116.4   134.0   139.9
DC(Max)     V      10.2     9.3     9.5     8.3     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    16.4    13.1    33.1    62.7    83.8    96.5   100.7
DC(Min)     V       7.3     6.7     6.8     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0    15.1    12.0    30.4    57.6    77.1    88.7    92.6
DW(Max)     V       6.7     6.2     6.3     5.5     4.1     2.8     1.4     0.0
DL-Comp   : M       0.0     6.5     5.2    13.2    25.0    33.4    38.5    40.1
DW(Min)     V       2.9     2.7     2.7     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   301.6   241.0   603.7  1113.6  1442.0  1628.3  1660.9
            V     177.3   167.1   169.2   155.6    53.8    29.8    77.2    24.5
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   177.3   167.1   169.2   155.6   130.8   108.5    86.8    66.0
            M      -0.0   306.8   245.8   603.7  1062.9  1350.2  1455.5  1390.9
Total     : M+      0.0   460.7   367.8   925.4  1723.1  2257.3  2567.4  2641.9
            V     248.5   232.3   235.7   214.0    97.6    59.0    91.9    24.7
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   248.5   232.3   235.7   214.0   174.6   137.7   101.5    66.1
            M      -0.0   465.9   372.7   925.4  1672.4  2165.5  2394.6  2371.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   53.16   52.67   55.00
Self wt.  : M     298.0   258.8   193.6   102.2    40.3    50.5     0.0
(Max)       V       4.6     9.3    13.9    18.5    21.1    20.7    22.6
Self wt.  : M     214.5   186.3   139.4    73.6    29.0    36.4     0.0
(Min)       V       3.3     6.7    10.0    13.3    15.2    14.9    16.3
DL-Prec.  : M      50.5    43.9    32.8    17.3     6.8     8.6     0.0
DC(Max)     V       0.8     1.6     2.4     3.1     3.6     3.5     3.8
DL-Prec.  : M      36.4    31.6    23.6    12.5     4.9     6.2     0.0
DC(Min)     V       0.6     1.1     1.7     2.3     2.6     2.5     2.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     364.4   316.6   236.7   125.0    49.3    61.8     0.0
Haunch (Max)V       5.7    11.3    17.0    22.7    25.8    25.3    27.7
Deck +    : M     262.4   227.9   170.5    90.0    35.5    44.5     0.0
Haunch (Min)V       4.1     8.2    12.2    16.3    18.6    18.2    19.9
Diaphragm : M       3.4     2.5     1.7     0.8     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.5     1.8     1.2     0.6     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     134.0   116.4    87.1    46.0    18.1    22.7     0.0
DC(Max)     V       2.1     4.2     6.3     8.3     9.5     9.3    10.2
DL-Comp   : M      96.5    83.8    62.7    33.1    13.1    16.4     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     6.8     6.7     7.3
DL-Comp   : M      88.7    77.1    57.6    30.4    12.0    15.1     0.0
DW(Max)     V       1.4     2.8     4.1     5.5     6.3     6.2     6.7
DL-Comp   : M      38.5    33.4    25.0    13.2     5.2     6.5     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.7     2.7     2.9
LL + I    : M+   1628.3  1442.0  1113.6   603.7   241.0   301.6     0.0
            V      77.2    29.8    53.8   155.6   169.2   167.1   177.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    86.8   108.5   130.8   155.6   169.2   167.1   177.3
            M    1455.5  1350.2  1062.9   603.7   245.8   306.8     0.0
Total     : M+   2567.4  2257.3  1723.1   925.4   367.8   460.7     0.0
            V      91.9    59.0    97.6   214.0   235.7   232.3   248.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   101.5   137.7   174.6   214.0   235.7   232.3   248.5
            M    2394.6  2165.5  1672.4   925.4   372.7   465.9     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               22.6             22.6
Deck+Haunch            27.7             27.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            3.8              3.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           50.9             50.9
DL-Comp.(DW)           33.7             33.7
Live                  135.4            135.4
        Truck         104.6            104.6
        Lane           30.8             30.8
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, 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    1.84    4.97   10.60   16.23   21.87   27.50
Self wt.  : M       0.0    40.4    32.2    81.8   154.8   207.1   238.4   248.8
(Max)       V      18.1    16.6    16.9    14.8    11.1     7.4     3.7     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     6.9     5.5    13.9    26.3    35.1    40.4    42.2
DC(Max)     V       3.1     2.8     2.9     2.5     1.9     1.3     0.6     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    49.5    39.4   100.0   189.4   253.2   291.6   304.3
Haunch (Max)V      22.1    20.3    20.6    18.1    13.6     9.1     4.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.2     0.6     1.3     2.0     2.7     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    18.2    14.5    36.8    69.7    93.1   107.2   111.9
DC(Max)     V       8.1     7.4     7.6     6.7     5.0     3.3     1.7     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    10.0     8.0    20.3    38.4    51.4    59.2    61.8
DW(Max)     V       4.5     4.1     4.2     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   166.5   133.4   327.4   575.9   737.4   799.5   795.4
            V     101.1    94.0    95.5    86.0    70.9    56.7    41.5    37.7
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   101.1    94.0    95.5    86.0    70.9    57.4    46.1    37.7
            M       0.0   166.5   133.4   327.4   575.9   714.7   773.3   795.4
Total     : M+      0.0   291.7   233.3   580.7  1055.8  1379.4  1539.0  1567.8
            V     157.1   145.3   147.8   131.9   105.3    79.7    53.1    37.8
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   157.1   145.3   147.8   131.9   105.3    80.5    57.7    37.8
            M       0.0   291.7   233.3   580.7  1055.8  1356.7  1512.7  1567.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.13   38.77   44.40   50.03   53.16   52.67   55.00
Self wt.  : M     238.4   207.1   154.8    81.8    32.2    40.4     0.0
(Max)       V       3.7     7.4    11.1    14.8    16.9    16.6    18.1
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      40.4    35.1    26.3    13.9     5.5     6.9     0.0
DC(Max)     V       0.6     1.3     1.9     2.5     2.9     2.8     3.1
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     291.6   253.2   189.4   100.0    39.4    49.5     0.0
Haunch (Max)V       4.5     9.1    13.6    18.1    20.6    20.3    22.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       2.7     2.0     1.3     0.6     0.2     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     107.2    93.1    69.7    36.8    14.5    18.2     0.0
DC(Max)     V       1.7     3.3     5.0     6.7     7.6     7.4     8.1
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      59.2    51.4    38.4    20.3     8.0    10.0     0.0
DW(Max)     V       0.9     1.8     2.8     3.7     4.2     4.1     4.5
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+    799.5   737.4   575.9   327.4   133.4   166.5     0.0
            V      41.5    56.7    70.9    86.0    95.5    94.0   101.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    46.1    57.4    70.9    86.0    95.5    94.0   101.1
            M     773.3   714.7   575.9   327.4   133.4   166.5     0.0
Total     : M+   1539.0  1379.4  1055.8   580.7   233.3   291.7     0.0
            V      53.1    79.7   105.3   131.9   147.8   145.3   157.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    57.7    80.5   105.3   131.9   147.8   145.3   157.1
            M    1512.7  1356.7  1055.8   580.7   233.3   291.7     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    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.118   0.210   0.374   0.490   0.561   0.584   0.531 
Bottom        -0.102  -0.183  -0.325  -0.427  -0.488  -0.508  -0.462 
 
Prestress
Precast-top   -0.603  -0.603  -0.603  -0.603  -0.603  -0.603  -0.603 
Bottom         2.482   2.482   2.482   2.482   2.482   2.482   2.482 
 
Total
Precast-top   -0.486  -0.393  -0.230  -0.113  -0.043  -0.019  -0.072 
Bottom         2.379   2.299   2.157   2.055   1.994   1.974   2.019 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.79 %)
             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    1.84    4.97   10.60   16.23   21.87   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.013   0.033   0.062   0.083   0.095   0.099 
Precast-top   -0.124  -0.307  -0.270  -0.077   0.330   0.621   0.796   0.856 
Bottom         0.510   1.967   1.671   1.740   1.338   1.050   0.877   0.818 
 

 
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    5.63   11.27   16.90   22.53   28.17   19.72
 
Beam-Self
Precast-top    0.118   0.210   0.374   0.490   0.561   0.584   0.531 
Bottom        -0.102  -0.183  -0.325  -0.427  -0.488  -0.508  -0.462 
 
Prestress
Precast-top   -0.603  -0.603  -0.603  -0.603  -0.603  -0.603  -0.603 
Bottom         2.482   2.482   2.482   2.482   2.482   2.482   2.482 
 
Total
Precast-top   -0.486  -0.393  -0.230  -0.113  -0.043  -0.019  -0.072 
Bottom         2.379   2.299   2.157   2.055   1.994   1.974   2.019 
 
As_top  , in2  1.576   1.140   0.451   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 = 11.79 %)
             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    1.84    4.97   10.60   16.23   21.87   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    1.84    4.97   10.60   16.23   21.87   27.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.103   0.083   0.203   0.360   0.462   0.504   0.504 
Precast-top   -0.062  -0.107  -0.098   0.053   0.326   0.517   0.622   0.650 
Bottom         0.255   0.787   0.677   0.483  -0.012  -0.347  -0.507  -0.531 
 

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
    248.5    6.5   40.5    0.505   0.0   6.00e-3 50.0    259.9     1.538    1.760      0.00
      0.0    0.4   40.3     42.0 0.211      16.2 0.87    12.00     0.092    1.136 
Transfer:   3.00
    232.3    6.5   40.5    2.275   0.0   0.53e-3 30.9    195.7     0.591    1.760      0.00
    465.9    1.8   39.6    189.0 0.201      62.3 3.43    12.00     0.092    1.246 
Critical:   3.96
    225.5    6.5   40.5    2.406   0.0  -0.00e-3 29.0    163.3     0.458    1.760      0.00
    632.4    1.9   39.5    189.0 0.195      87.3 4.80    12.00     0.092    1.282 
0.1L    :   5.63
    214.0    6.5   40.5    2.629   0.0  -0.00e-3 29.0    150.7     0.424    0.827      0.00
    925.4    2.1   39.4    189.0 0.185      87.0 4.80    12.00     0.092    1.348 
0.2L    :  11.27
    174.6    6.5   40.5    3.387   0.0   0.49e-3 30.7    130.7     0.397    0.620      0.00
   1672.4    2.7   39.2    189.0 0.152      63.2 3.52    12.00     0.092    1.380 
0.3L    :  16.90
    137.7    6.5   40.5    3.472   0.0   1.47e-3 34.2    112.0     0.389    0.620      0.00
   2165.5    2.8   39.1    189.0 0.120      41.0 2.28    24.00     0.092    1.436 
0.4L    :  22.53
    101.5    6.5   40.5    3.472   0.0   1.82e-3 35.4     76.3     0.277    0.413      0.00
   2394.6    2.8   39.1    189.0 0.089      36.5 2.03    24.00     0.092    1.334 
0.5L    :  28.17
     66.1    6.5   40.5    3.472   0.0   1.39e-3 33.9     31.2     0.107    0.413      0.00
   2371.9    2.8   39.1    189.0 0.058      42.2 2.35    24.00     0.092    2.215 
0.6L    :  33.80
    101.5    6.5   40.5    3.472   0.0   1.82e-3 35.4     76.3     0.277    0.413      0.00
   2394.6    2.8   39.1    189.0 0.089      36.5 2.03    24.00     0.092    1.334 
0.7L    :  39.43
    137.7    6.5   40.5    3.472   0.0   1.47e-3 34.2    112.0     0.389    0.620      0.00
   2165.5    2.8   39.1    189.0 0.120      41.0 2.28    24.00     0.092    1.436 
0.8L    :  45.07
    174.6    6.5   40.5    3.387   0.0   0.49e-3 30.7    130.7     0.397    0.620      0.00
   1672.4    2.7   39.2    189.0 0.152      63.2 3.52    12.00     0.092    1.380 
0.9L    :  50.70
    214.0    6.5   40.5    2.629   0.0  -0.00e-3 29.0    150.7     0.424    0.827      0.00
    925.4    2.1   39.4    189.0 0.185      87.0 4.80    12.00     0.092    1.348 
Critical:  52.37
    225.5    6.5   40.5    2.406   0.0  -0.00e-3 29.0    163.3     0.458    1.760      0.00
    632.4    1.9   39.5    189.0 0.195      87.3 4.80    12.00     0.092    1.282 
Transfer:  53.33
    232.3    6.5   40.5    2.275   0.0   0.53e-3 30.9    195.7     0.591    1.760      0.00
    465.9    1.8   39.6    189.0 0.201      62.3 3.43    12.00     0.092    1.246 
Bearing :  55.67
    248.5    6.5   40.5    0.505   0.0   6.00e-3 50.0    259.9     1.538    1.760      0.00
      0.0    0.4   40.3     42.0 0.211      16.2 0.87    12.00     0.092    1.136 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  680.58
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    1.36
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 5
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    248.5      6.85     40.50    0.41       40.29    24.00      0.300      1.534      0.000      1.760 
Transfer:      2.33
    232.3      6.52     40.50    1.83       39.59    24.00      0.300      1.423      0.000      1.760 
Critical:      3.29
    225.6      6.34     40.50    1.93       39.54    24.00      0.300      1.363      0.000      1.760 
0.1L    :      4.97
    214.0      6.03     40.50    2.10       39.45    24.00      0.300      1.259      0.000      0.827 
0.2L    :     10.60
    174.6      4.95     40.50    2.70       39.15    24.00      0.300      0.902      0.000      0.620 
0.3L    :     16.23
    137.7      3.91     40.50    2.76       39.12    24.00      0.300      0.554      0.000      0.620 
0.4L    :     21.87
    101.5      2.88     40.50    2.76       39.12    24.00      0.300      0.211      0.000      0.413 
0.5L    :     27.50
     66.1      1.88     40.50    2.76       39.12    24.00      0.300      0.000      0.000      0.413 
0.6L    :     33.13
    101.5      2.88     40.50    2.76       39.12    24.00      0.300      0.211      0.000      0.413 
0.7L    :     38.77
    137.7      3.91     40.50    2.76       39.12    24.00      0.300      0.554      0.000      0.620 
0.8L    :     44.40
    174.6      4.95     40.50    2.70       39.15    24.00      0.300      0.902      0.000      0.620 
0.9L    :     50.03
    214.0      6.03     40.50    2.10       39.45    24.00      0.300      1.259      0.000      0.827 
Critical:     51.71
    225.6      6.34     40.50    1.93       39.54    24.00      0.300      1.363      0.000      1.760 
Transfer:     52.67
    232.3      6.52     40.50    1.83       39.59    24.00      0.300      1.423      0.000      1.760 
Bearing :     55.00
    248.5      6.85     40.50    0.41       40.29    24.00      0.300      1.534      0.000      1.760 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.97 ft
Prestress      :       0.393  1.80      0.708  2.20      0.865
Self Wt.       :      -0.102  1.85     -0.189  2.40     -0.245
Deck + Haunch  :                       -0.099  2.30     -0.229
DL-Prec. (DC)  :                       -0.014  3.00     -0.041
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.013  3.00     -0.038
DL-Comp. (DW)  :                       -0.007  3.00     -0.021
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 10.60 ft
Prestress      :       0.702  1.80      1.264  2.20      1.545
Self Wt.       :      -0.193  1.85     -0.358  2.40     -0.464
Deck + Haunch  :                       -0.201  2.30     -0.462
DL-Prec. (DC)  :                       -0.028  3.00     -0.084
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.026  3.00     -0.078
DL-Comp. (DW)  :                       -0.014  3.00     -0.043
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 16.23 ft
Prestress      :       0.923  1.80      1.661  2.20      2.030
Self Wt.       :      -0.265  1.85     -0.490  2.40     -0.635
Deck + Haunch  :                       -0.281  2.30     -0.646
DL-Prec. (DC)  :                       -0.039  3.00     -0.117
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.036  3.00     -0.108
DL-Comp. (DW)  :                       -0.020  3.00     -0.060
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 21.87 ft
Prestress      :       1.055  1.80      1.900  2.20      2.322
Self Wt.       :      -0.310  1.85     -0.574  2.40     -0.744
Deck + Haunch  :                       -0.332  2.30     -0.764
DL-Prec. (DC)  :                       -0.046  3.00     -0.138
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.043  3.00     -0.128
DL-Comp. (DW)  :                       -0.024  3.00     -0.071
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 27.50 ft
Prestress      :       1.100  1.80      1.979  2.20      2.419
Self Wt.       :      -0.326  1.85     -0.602  2.40     -0.781
Deck + Haunch  :                       -0.349  2.30     -0.804
DL-Prec. (DC)  :                       -0.048  3.00     -0.145
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.045  3.00     -0.135
DL-Comp. (DW)  :                       -0.025  3.00     -0.074
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 33.13 ft
Prestress      :       1.055  1.80      1.900  2.20      2.322
Self Wt.       :      -0.310  1.85     -0.574  2.40     -0.744
Deck + Haunch  :                       -0.332  2.30     -0.764
DL-Prec. (DC)  :                       -0.046  3.00     -0.138
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.043  3.00     -0.128
DL-Comp. (DW)  :                       -0.024  3.00     -0.071
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 38.77 ft
Prestress      :       0.923  1.80      1.661  2.20      2.030
Self Wt.       :      -0.265  1.85     -0.490  2.40     -0.635
Deck + Haunch  :                       -0.281  2.30     -0.646
DL-Prec. (DC)  :                       -0.039  3.00     -0.117
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.036  3.00     -0.108
DL-Comp. (DW)  :                       -0.020  3.00     -0.060
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 44.40 ft
Prestress      :       0.702  1.80      1.264  2.20      1.545
Self Wt.       :      -0.193  1.85     -0.358  2.40     -0.464
Deck + Haunch  :                       -0.201  2.30     -0.462
DL-Prec. (DC)  :                       -0.028  3.00     -0.084
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.026  3.00     -0.078
DL-Comp. (DW)  :                       -0.014  3.00     -0.043
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 50.03 ft
Prestress      :       0.393  1.80      0.708  2.20      0.865
Self Wt.       :      -0.102  1.85     -0.189  2.40     -0.245
Deck + Haunch  :                       -0.099  2.30     -0.229
DL-Prec. (DC)  :                       -0.014  3.00     -0.041
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.013  3.00     -0.038
DL-Comp. (DW)  :                       -0.007  3.00     -0.021
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

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
   460.7    40.5  2.275  266.0    2.1   1.83   1996.1  0.056T 1.00       -       -     -     -  
H/2     :   1.84
   367.8    40.5  1.903  266.6    1.8   1.53   1680.6  0.067T 1.00       -       -     -     -  
0.1L    :   4.97
   925.4    40.5  2.629  265.4    2.5   2.10   2293.6  0.048T 1.00       -       -     -     -  
0.2L    :  10.60
  1723.1    40.5  3.387  264.1    3.2   2.70   2918.2  0.037T 1.00       -       -     -     -  
0.3L    :  16.23
  2257.3    40.5  3.472  263.9    3.3   2.76   2987.2  0.036T 1.00    404.6   404.6    7.38    -  
0.4L    :  21.87
  2567.4    40.5  3.472  263.9    3.3   2.76   2987.2  0.036T 1.00    355.6   355.6    8.40    -  
0.5L    :  27.50
  2641.9    40.5  3.472  263.9    3.3   2.76   2987.2  0.036T 1.00    339.0   339.0    8.81    -  
0.6L    :  33.13
  2567.4    40.5  3.472  263.9    3.3   2.76   2987.2  0.036T 1.00    355.6   355.6    8.40    -  
0.7L    :  38.77
  2257.3    40.5  3.472  263.9    3.3   2.76   2987.2  0.036T 1.00    404.6   404.6    7.38    -  
0.8L    :  44.40
  1723.1    40.5  3.387  264.1    3.2   2.70   2918.2  0.037T 1.00    485.8   485.8    6.01    -  
0.9L    :  50.03
   925.4    40.5  2.629  265.4    2.5   2.10   2293.6  0.048T 1.00       -       -     -     -  
H/2     :  53.16
   367.8    40.5  1.903  266.6    1.8   1.53   1680.6  0.067T 1.00       -       -     -     -  
Transfer:  52.67
   460.7    40.5  2.275  266.0    2.1   1.83   1996.1  0.056T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 5; Groups 1-8; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.015
        M   2.00 Fb     0.232
 
  2   2 E   6.00 Ft    -0.025
        M   6.00 Fb     0.511
 
  3   2 E   6.00 Ft    -0.065
        M   6.00 Fb     0.790
 
  4   2 E   6.00 Ft    -0.104
        M   6.00 Fb     1.069
 
  5   2 E   4.00 Ft    -0.176
        M   4.00 Fb     1.376
 
  6   2 E   2.00 Ft    -0.279
        M   2.00 Fb     1.710
 
  7   2 E   2.00 Ft    -0.382
        M   2.00 Fb     2.045
 
  8   2 E   2.00 Ft    -0.485
        M   2.00 Fb     2.379
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 56.33            Release Length, ft: 56.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  16
No. of strands, Draped:   0           No. of strands, Straight:  16
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.46 %               Final losses: 12.53 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.379     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.190      -0.486       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  2987.18     2641.90     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.099     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.856     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.967    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.650     Midspan
    Pre.Bot:                                                             2.000   0.787    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  27.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.100  1.80      1.979  2.20      2.419
Self Wt.       :      -0.326  1.85     -0.602  2.40     -0.781
Deck + Haunch  :                       -0.349  2.30     -0.804
DL-Prec. (DC)  :                       -0.048  3.00     -0.145
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.045  3.00     -0.135
DL-Comp. (DW)  :                       -0.025  3.00     -0.074
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
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

