 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/10/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTB35 Standard Beam Run (LEAP Concrete Version 22:00:02:19):
                     (1) The bridge span is 35 feet, girder spacing is 9.25 feet, and deck overhang width is 3 feet 
                     and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) There are no hold-down points as only straight strands are used.
                     (9) The beam lifting and supporting points are both assumed are 2 feet and 1.75 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_b92.tmp\BTB35\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 =     36.333
Bearing-to-bearing, ft =     35.000
Release span      , ft =     36.333
 
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   35.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   35.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   35.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   35.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   35.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   35.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   35.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   35.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   35.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   35.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   35.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   17.500
   1    2        0.500   17.500
   1    3        0.500   17.500
   1    4        0.500   17.500
   1    5        0.250   17.500
 
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   35.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   35.00   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    0.100     0.045 OK     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              4.50 ksi 
  Elasticity          4435.3 ksi 
  Max comp              2.93 ksi 
  Max tens             -0.19 ksi 
  Max tens,  w/reinf   -0.51 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      5.00 ksi    4.00 ksi 
  Elasticity 4592.23 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.00 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.25 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.42 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    4.50        5.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.60 in):
 
  6 @  2.000 in 4 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  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  6.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  6.1667  9.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  9.1667 27.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 27.1667 30.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 30.1667 31.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 31.6667 32.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 32.2083 36.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 36.2001 36.3333 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 36.3333       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:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.60 in):
 
  6 @  2.000 in 4 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  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  6.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  6.1667  9.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  9.1667 27.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 27.1667 30.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 30.1667 31.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 31.6667 32.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 32.2083 36.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 36.2001 36.3333 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 36.3333       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:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.60 in):
 
  6 @  2.000 in 4 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  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  6.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  6.1667  9.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  9.1667 27.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 27.1667 30.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 30.1667 31.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 31.6667 32.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 32.2083 36.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 36.2001 36.3333 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 36.3333       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:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.60 in):
 
  6 @  2.000 in 4 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  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  6.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  6.1667  9.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  9.1667 27.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 27.1667 30.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 30.1667 31.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 31.6667 32.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 32.2083 36.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 36.2001 36.3333 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 36.3333       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:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.60 in):
 
  6 @  2.000 in 4 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  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  6.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  6.1667  9.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  9.1667 27.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 27.1667 30.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 30.1667 31.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 31.6667 32.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 32.2083 36.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 36.2001 36.3333 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 36.3333       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   35.00
     DC  Line       0.052      0.00       0.052   35.00
     DC  Line       0.076      0.00       0.076   35.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    17.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 36.333 ft
Release length = 36.333 ft
Design  length = 35.000 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)  : 0.879   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.919   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.012   (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     2.97     6.60    10.23    13.87    17.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    634.3    643.5    641.6    643.5    643.5    643.5    643.5    643.5
  Yb      ,  in    17.08    16.89    16.93    16.89    16.89    16.89    16.89    16.89
  MI(Ixx) , in4   100458   102099   101758   102099   102099   102099   102099   102099
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1352.0   1360.8   1358.9   1360.8   1360.8   1360.8   1360.8   1360.8
  Yb      ,  in    29.40    29.24    29.27    29.24    29.24    29.24    29.24    29.24
  MI(Ixx) , in4   285410   291222   290008   291222   291222   291222   291222   291222

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           =       2.93 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:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.60 in):
     6 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.880 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.849 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.065 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)       
-------------------------------------------------------------------------------------
       363.333         740 268.866      5.903 23908.121   360.750     229.987        
 
 
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      6.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       6.1667      9.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00       9.1667     27.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      27.1667     30.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      30.1667     31.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      31.6667     32.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      32.2083     36.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      36.2001     36.3333     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 36.3333       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  3.60 in
         P_init    =      425.4 kips  Ecc = 13.54 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     7.62 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.185 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.46 ksi    0.00 ksi
    due to Composite Loads                                 -0.46 ksi    0.00 ksi
    due to Live Loads                                      -2.83 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         6.12 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  7.62 ksi  ( 3.89 %)            14.68 ksi ( 7.49 %)
Total Prestress Losses                                    22.30 ksi (11.38 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.7 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    25.1    20.1    31.3    61.7    83.4    96.4   100.8
(Max)       V      11.5    10.0    10.3     9.6     7.2     4.8     2.4     0.0
DL-Prec.  : M       0.0     6.2     5.0     7.8    15.3    20.7    24.0    25.0
DC(Max)     V       2.9     2.5     2.6     2.4     1.8     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
Deck +    : M       0.0    30.7    24.6    38.2    75.4   102.0   117.9   123.2
Haunch (Max)V      14.1    12.2    12.6    11.7     8.8     5.8     2.9     0.0
Diaphragm : M       0.0     0.3     0.2     0.4     0.8     1.3     1.7     2.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.3     9.0    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.6     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     6.2     5.0     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   149.3   120.3   184.9   349.1   457.7   523.4   539.3
            V      82.4    73.3    75.2    70.8    58.8    15.3     6.2    29.8
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    82.4    73.3    75.2    70.8    59.0    48.8    40.6    32.7
            M      -0.0   150.0   121.3   184.9   338.0   434.0   489.3   496.2
Total     : M+      0.0   229.1   184.3   284.4   545.4   723.3   830.8   860.9
            V     119.1   105.1   108.0   101.3    81.6    30.6    13.9    29.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   119.1   105.1   108.0   101.3    81.8    64.1    48.3    32.8
            M      -0.0   229.8   185.3   284.4   534.3   699.6   796.6   817.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   33.16   32.67   35.00
Self wt.  : M      96.4    83.4    61.7    31.3    20.1    25.1     0.0
(Max)       V       2.4     4.8     7.2     9.6    10.3    10.0    11.5
DL-Prec.  : M      24.0    20.7    15.3     7.8     5.0     6.2     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.6     2.5     2.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     117.9   102.0    75.4    38.2    24.6    30.7     0.0
Haunch (Max)V       2.9     5.8     8.8    11.7    12.6    12.2    14.1
Diaphragm : M       1.7     1.3     0.8     0.4     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      43.4    37.5    27.7    14.1     9.0    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.6     4.5     5.2
DL-Comp   : M      23.9    20.7    15.3     7.8     5.0     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.5     2.9
LL + I    : M+    523.4   457.7   349.1   184.9   120.3   149.3     0.0
            V       6.2    15.3    58.8    70.8    75.2    73.3    82.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.6    48.8    59.0    70.8    75.2    73.3    82.4
            M     489.3   434.0   338.0   184.9   121.3   150.0     0.0
Total     : M+    830.8   723.3   545.4   284.4   184.3   229.1     0.0
            V      13.9    30.6    81.6   101.3   108.0   105.1   119.1
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    48.3    64.1    81.8   101.3   108.0   105.1   119.1
            M     796.6   699.6   534.3   284.4   185.3   229.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.5             11.5
Deck+Haunch            14.1             14.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.9              2.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.9             25.9
DL-Comp.(DW)           14.3             14.3
Live                   64.0             64.0
        Truck          52.8             52.8
        Lane           11.2             11.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    25.1    20.1    31.3    61.7    83.4    96.4   100.8
(Max)       V      11.5    10.0    10.3     9.6     7.2     4.8     2.4     0.0
DL-Prec.  : M       0.0     6.2     5.0     7.8    15.3    20.7    24.0    25.0
DC(Max)     V       2.9     2.5     2.6     2.4     1.8     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
Deck +    : M       0.0    30.7    24.6    38.2    75.4   102.0   117.9   123.2
Haunch (Max)V      14.1    12.2    12.6    11.7     8.8     5.8     2.9     0.0
Diaphragm : M       0.0     0.3     0.2     0.4     0.8     1.3     1.7     2.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.3     9.0    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.6     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     6.2     5.0     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   119.4    96.2   147.9   279.3   366.1   418.8   431.4
            V      65.9    58.6    60.2    56.7    47.0    12.2     5.0    23.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    65.9    58.6    60.2    56.7    47.2    39.1    32.5    26.1
            M      -0.0   120.0    97.0   147.9   270.4   347.2   391.4   397.0
Total     : M+      0.0   199.2   160.2   247.4   475.6   631.7   726.1   753.0
            V     102.6    90.4    93.0    87.1    69.9    27.5    12.7    24.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   102.6    90.4    93.0    87.1    70.0    54.4    40.2    26.2
            M      -0.0   199.8   161.0   247.4   466.7   612.8   698.8   718.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   33.16   32.67   35.00
Self wt.  : M      96.4    83.4    61.7    31.3    20.1    25.1     0.0
(Max)       V       2.4     4.8     7.2     9.6    10.3    10.0    11.5
DL-Prec.  : M      24.0    20.7    15.3     7.8     5.0     6.2     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.6     2.5     2.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     117.9   102.0    75.4    38.2    24.6    30.7     0.0
Haunch (Max)V       2.9     5.8     8.8    11.7    12.6    12.2    14.1
Diaphragm : M       1.7     1.3     0.8     0.4     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      43.4    37.5    27.7    14.1     9.0    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.6     4.5     5.2
DL-Comp   : M      23.9    20.7    15.3     7.8     5.0     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.5     2.9
LL + I    : M+    418.8   366.1   279.3   147.9    96.2   119.4     0.0
            V       5.0    12.2    47.0    56.7    60.2    58.6    65.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    32.5    39.1    47.2    56.7    60.2    58.6    65.9
            M     391.4   347.2   270.4   147.9    97.0   120.0     0.0
Total     : M+    726.1   631.7   475.6   247.4   160.2   199.2     0.0
            V      12.7    27.5    69.9    87.1    93.0    90.4   102.6
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    40.2    54.4    70.0    87.1    93.0    90.4   102.6
            M     698.8   612.8   466.7   247.4   161.0   199.8     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    31.3    25.1    39.1    77.1   104.2   120.5   125.9
(Max)       V      14.4    12.5    12.9    12.0     9.0     6.0     3.0     0.0
Self wt.  : M       0.0    22.6    18.1    28.1    55.5    75.0    86.8    90.7
(Min)       V      10.4     9.0     9.3     8.6     6.5     4.3     2.2     0.0
DL-Prec.  : M       0.0     7.8     6.2     9.7    19.2    25.9    30.0    31.3
DC(Max)     V       3.6     3.1     3.2     3.0     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     5.6     4.5     7.0    13.8    18.7    21.6    22.5
DC(Min)     V       2.6     2.2     2.3     2.1     1.6     1.1     0.5     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    38.3    30.7    47.8    94.3   127.5   147.4   154.0
Haunch (Max)V      17.6    15.3    15.8    14.6    11.0     7.3     3.7     0.0
Deck +    : M       0.0    27.6    22.1    34.4    67.9    91.8   106.1   110.9
Haunch (Min)V      12.7    11.0    11.3    10.5     7.9     5.3     2.6     0.0
Diaphragm : M       0.0     0.4     0.3     0.5     1.0     1.6     2.2     2.7
(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     0.3     0.7     1.2     1.6     2.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.1    11.3    17.6    34.7    46.9    54.2    56.7
DC(Max)     V       6.5     5.6     5.8     5.4     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0    10.2     8.1    12.7    25.0    33.8    39.0    40.8
DC(Min)     V       4.7     4.0     4.2     3.9     2.9     1.9     1.0     0.0
DL-Comp   : M       0.0     9.3     7.5    11.6    23.0    31.0    35.9    37.5
DW(Max)     V       4.3     3.7     3.8     3.6     2.7     1.8     0.9     0.0
DL-Comp   : M       0.0     4.0     3.2     5.0     9.9    13.5    15.6    16.3
DW(Min)     V       1.9     1.6     1.7     1.5     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   261.3   210.5   323.6   610.9   800.9   916.0   943.8
            V     144.3   128.3   131.6   123.9   102.8    26.8    10.9    52.2
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   144.3   128.3   131.6   123.9   103.2    85.5    71.1    57.1
            M      -0.0   262.5   212.2   323.6   591.4   759.5   856.2   868.4
Total     : M+      0.0   362.5   291.8   449.9   860.1  1138.1  1306.2  1352.0
            V     190.8   168.6   173.2   162.6   131.9    46.2    20.6    52.3
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   190.8   168.6   173.2   162.6   132.2   104.9    80.9    57.3
            M      -0.0   363.7   293.5   449.9   840.6  1096.7  1246.4  1276.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   33.16   32.67   35.00
Self wt.  : M     120.5   104.2    77.1    39.1    25.1    31.3     0.0
(Max)       V       3.0     6.0     9.0    12.0    12.9    12.5    14.4
Self wt.  : M      86.8    75.0    55.5    28.1    18.1    22.6     0.0
(Min)       V       2.2     4.3     6.5     8.6     9.3     9.0    10.4
DL-Prec.  : M      30.0    25.9    19.2     9.7     6.2     7.8     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.2     3.1     3.6
DL-Prec.  : M      21.6    18.7    13.8     7.0     4.5     5.6     0.0
DC(Min)     V       0.5     1.1     1.6     2.1     2.3     2.2     2.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     147.4   127.5    94.3    47.8    30.7    38.3     0.0
Haunch (Max)V       3.7     7.3    11.0    14.6    15.8    15.3    17.6
Deck +    : M     106.1    91.8    67.9    34.4    22.1    27.6     0.0
Haunch (Min)V       2.6     5.3     7.9    10.5    11.3    11.0    12.7
Diaphragm : M       2.2     1.6     1.0     0.5     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       1.6     1.2     0.7     0.3     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      54.2    46.9    34.7    17.6    11.3    14.1     0.0
DC(Max)     V       1.3     2.7     4.0     5.4     5.8     5.6     6.5
DL-Comp   : M      39.0    33.8    25.0    12.7     8.1    10.2     0.0
DC(Min)     V       1.0     1.9     2.9     3.9     4.2     4.0     4.7
DL-Comp   : M      35.9    31.0    23.0    11.6     7.5     9.3     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     3.8     3.7     4.3
DL-Comp   : M      15.6    13.5     9.9     5.0     3.2     4.0     0.0
DW(Min)     V       0.4     0.8     1.2     1.5     1.7     1.6     1.9
LL + I    : M+    916.0   800.9   610.9   323.6   210.5   261.3     0.0
            V      10.9    26.8   102.8   123.9   131.6   128.3   144.3
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    71.1    85.5   103.2   123.9   131.6   128.3   144.3
            M     856.2   759.5   591.4   323.6   212.2   262.5     0.0
Total     : M+   1306.2  1138.1   860.1   449.9   291.8   362.5     0.0
            V      20.6    46.2   131.9   162.6   173.2   168.6   190.8
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    80.9   104.9   132.2   162.6   173.2   168.6   190.8
            M    1246.4  1096.7   840.6   449.9   293.5   363.7     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               14.4             14.4
Deck+Haunch            17.6             17.6
Diaphragm               0.2              0.2
DL-Prec.(DC)            3.6              3.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           32.4             32.4
DL-Comp.(DW)           21.4             21.4
Live                  112.0            112.0
        Truck          92.4             92.4
        Lane           19.6             19.6
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, 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    25.1    20.1    31.3    61.7    83.4    96.4   100.8
(Max)       V      11.5    10.0    10.3     9.6     7.2     4.8     2.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     6.2     5.0     7.8    15.3    20.7    24.0    25.0
DC(Max)     V       2.9     2.5     2.6     2.4     1.8     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
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    30.7    24.6    38.2    75.4   102.0   117.9   123.2
Haunch (Max)V      14.1    12.2    12.6    11.7     8.8     5.8     2.9     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     0.4     0.8     1.3     1.7     2.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.3     9.0    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.6     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     6.2     5.0     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.6     2.4     1.8     1.2     0.6     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   125.8   101.0   156.7   306.0   408.6   464.4   473.4
            V      75.0    68.6    69.9    66.8    58.7    50.5    42.4    34.2
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    75.0    68.6    69.9    66.8    58.7    50.5    42.4    34.2
            M       0.0   125.8   101.0   156.7   306.0   408.6   464.4   473.4
Total     : M+      0.0   205.6   165.0   256.1   502.3   674.2   771.7   794.9
            V     111.6   100.3   102.7    97.3    81.5    65.8    50.1    34.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   111.6   100.3   102.7    97.3    81.5    65.8    50.1    34.4
            M       0.0   205.6   165.0   256.1   502.3   674.2   771.7   794.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   33.16   32.67   35.00
Self wt.  : M      96.4    83.4    61.7    31.3    20.1    25.1     0.0
(Max)       V       2.4     4.8     7.2     9.6    10.3    10.0    11.5
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      24.0    20.7    15.3     7.8     5.0     6.2     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.6     2.5     2.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     117.9   102.0    75.4    38.2    24.6    30.7     0.0
Haunch (Max)V       2.9     5.8     8.8    11.7    12.6    12.2    14.1
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       1.7     1.3     0.8     0.4     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      43.4    37.5    27.7    14.1     9.0    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.6     4.5     5.2
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      23.9    20.7    15.3     7.8     5.0     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.5     2.9
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+    464.4   408.6   306.0   156.7   101.0   125.8     0.0
            V      42.4    50.5    58.7    66.8    69.9    68.6    75.0
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    42.4    50.5    58.7    66.8    69.9    68.6    75.0
            M     464.4   408.6   306.0   156.7   101.0   125.8     0.0
Total     : M+    771.7   674.2   502.3   256.1   165.0   205.6     0.0
            V      50.1    65.8    81.5    97.3   102.7   100.3   111.6
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    50.1    65.8    81.5    97.3   102.7   100.3   111.6
            M     771.7   674.2   502.3   256.1   165.0   205.6     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.63    7.27   10.90   14.53   18.17
 
Beam-Self
Precast-top    0.074   0.088   0.156   0.205   0.234   0.244 
Bottom        -0.065  -0.078  -0.138  -0.181  -0.207  -0.216 
 
Prestress
Precast-top   -0.397  -0.397  -0.397  -0.397  -0.397  -0.397 
Bottom         1.597   1.597   1.597   1.597   1.597   1.597 
 
Total
Precast-top   -0.323  -0.309  -0.241  -0.192  -0.163  -0.153 
Bottom         1.531   1.519   1.459   1.415   1.390   1.381 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.91 %)
             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    2.97    6.60   10.23   13.87   17.50
 
Prestress
Precast-top   -0.082  -0.358  -0.301  -0.358  -0.358  -0.358  -0.358  -0.358
Bottom         0.330   1.438   1.211   1.438   1.438   1.438   1.438   1.438
 
Self wt.
Precast-top   -0.000   0.056   0.045   0.070   0.138   0.187   0.217   0.226
Bottom        -0.000  -0.050  -0.040  -0.062  -0.122  -0.166  -0.191  -0.200
 
DL-Prec (DC)
Precast-top   -0.000   0.014   0.011   0.017   0.034   0.047   0.054   0.056
Bottom        -0.000  -0.012  -0.010  -0.015  -0.030  -0.041  -0.048  -0.050
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.001  -0.000  -0.001  -0.002  -0.003  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.069   0.055   0.086   0.169   0.229   0.265   0.277
Bottom        -0.000  -0.061  -0.049  -0.076  -0.150  -0.202  -0.234  -0.245
 
DL-Comp (DC)
Topping-top   -0.000   0.006   0.005   0.008   0.016   0.022   0.025   0.026
Precast-top   -0.000   0.003   0.003   0.004   0.008   0.010   0.012   0.013
Bottom        -0.000  -0.014  -0.011  -0.017  -0.033  -0.045  -0.052  -0.055
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.003   0.004   0.009   0.012   0.014   0.014
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.006   0.007   0.007
Bottom        -0.000  -0.007  -0.006  -0.009  -0.018  -0.025  -0.029  -0.030
 
LL+I(+)
Topping-top   -0.000   0.086   0.069   0.106   0.201   0.263   0.301   0.310
Precast-top   -0.000   0.042   0.034   0.052   0.097   0.128   0.146   0.150
Bottom        -0.000  -0.180  -0.146  -0.223  -0.421  -0.551  -0.631  -0.650
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.096   0.077   0.119   0.225   0.297   0.340   0.350 
Precast-top   -0.082  -0.171  -0.152  -0.126   0.096   0.252   0.346   0.376 
Bottom         0.330   1.114   0.949   1.035   0.662   0.405   0.250   0.205 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.010   0.008   0.013   0.025   0.033   0.039   0.040 
Precast-top   -0.082  -0.213  -0.185  -0.177  -0.002   0.124   0.200   0.226 
Bottom         0.330   1.294   1.094   1.258   1.082   0.956   0.881   0.855 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.63    7.27   10.90   14.53   18.17
 
Beam-Self
Precast-top    0.074   0.088   0.156   0.205   0.234   0.244 
Bottom        -0.065  -0.078  -0.138  -0.181  -0.207  -0.216 
 
Prestress
Precast-top   -0.397  -0.397  -0.397  -0.397  -0.397  -0.397 
Bottom         1.597   1.597   1.597   1.597   1.597   1.597 
 
Total
Precast-top   -0.323  -0.309  -0.241  -0.192  -0.163  -0.153 
Bottom         1.531   1.519   1.459   1.415   1.390   1.381 
 
As_top  , in2  1.070   1.003   0.683   0.468   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.91 %)
             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    2.97    6.60   10.23   13.87   17.50
 
Prestress
Precast-top   -0.082  -0.358  -0.301  -0.358  -0.358  -0.358  -0.358  -0.358
Bottom         0.330   1.438   1.211   1.438   1.438   1.438   1.438   1.438
 
Self wt.
Precast-top   -0.000   0.056   0.045   0.070   0.138   0.187   0.217   0.226
Bottom        -0.000  -0.050  -0.040  -0.062  -0.122  -0.166  -0.191  -0.200
 
DL-Prec (DC)
Precast-top   -0.000   0.014   0.011   0.017   0.034   0.047   0.054   0.056
Bottom        -0.000  -0.012  -0.010  -0.015  -0.030  -0.041  -0.048  -0.050
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.001  -0.000  -0.001  -0.002  -0.003  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.069   0.055   0.086   0.169   0.229   0.265   0.277
Bottom        -0.000  -0.061  -0.049  -0.076  -0.150  -0.202  -0.234  -0.245
 
DL-Comp (DC)
Topping-top   -0.000   0.006   0.005   0.008   0.016   0.022   0.025   0.026
Precast-top   -0.000   0.003   0.003   0.004   0.008   0.010   0.012   0.013
Bottom        -0.000  -0.014  -0.011  -0.017  -0.033  -0.045  -0.052  -0.055
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.003   0.004   0.009   0.012   0.014   0.014
Precast-top   -0.000   0.002   0.001   0.002   0.004   0.006   0.007   0.007
Bottom        -0.000  -0.007  -0.006  -0.009  -0.018  -0.025  -0.029  -0.030
 
LL+I(+)
Topping-top   -0.000   0.069   0.055   0.085   0.161   0.210   0.241   0.248
Precast-top   -0.000   0.033   0.027   0.041   0.078   0.102   0.117   0.120
Bottom        -0.000  -0.144  -0.117  -0.178  -0.336  -0.441  -0.504  -0.520
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.079   0.064   0.098   0.185   0.244   0.279   0.288 
Precast-top   -0.082  -0.180  -0.158  -0.136   0.076   0.226   0.317   0.346 
Bottom         0.330   1.150   0.978   1.080   0.746   0.515   0.376   0.335 
 

 
 
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    2.97    6.60   10.23   13.87   17.50
F_LL+I(+)
Topping-top   -0.000   0.072   0.058   0.090   0.176   0.235   0.267   0.272
Precast-top   -0.000   0.035   0.028   0.044   0.085   0.114   0.129   0.132
Bottom        -0.000  -0.152  -0.122  -0.189  -0.369  -0.492  -0.559  -0.570
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.077   0.062   0.096   0.188   0.252   0.286   0.292 
Precast-top   -0.041  -0.071  -0.064  -0.045   0.085   0.176   0.229   0.245 
Bottom         0.165   0.495   0.425   0.440   0.172  -0.014  -0.119  -0.143 
 

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
    190.8    6.5   40.7    0.320   0.0   6.00e-3 50.0    195.7     1.151    1.760      0.05
      0.0    0.3   40.5     42.0 0.161      16.2 0.87    12.00     0.092    1.488 
Transfer:   3.00
    168.6    6.5   40.7    1.440   0.0   1.59e-3 34.6    147.0     0.505    1.760      0.00
    363.7    1.2   40.1    189.0 0.144      40.3 2.19    12.00     0.092    1.738 
Critical:   4.00
    159.0    6.5   40.7    1.523   0.0   0.69e-3 31.4    118.5     0.362    1.760      0.00
    502.9    1.2   40.0    189.0 0.136      58.1 3.16    12.00     0.092    1.842 
0.1L    :   3.63
    162.6    6.5   40.7    1.492   0.0   1.02e-3 32.6    130.5     0.416    1.760      0.00
    449.9    1.2   40.0    189.0 0.139      50.1 2.72    12.00     0.092    1.801 
0.2L    :   7.27
    132.2    6.5   40.7    1.791   0.0   0.91e-3 32.2     94.6     0.298    0.620      0.00
    840.6    1.4   39.9    189.0 0.113      52.3 2.85    24.00     0.092    1.695 
0.3L    :  10.90
    104.9    6.5   40.7    2.089   0.0   0.68e-3 31.4     58.4     0.179    0.413      0.00
   1096.7    1.7   39.8    189.0 0.090      58.1 3.18    24.00     0.092    1.656 
0.4L    :  14.53
     80.9    6.5   40.7    2.170   0.0   0.76e-3 31.6     33.9     0.105    0.413      0.00
   1246.4    1.7   39.8    189.0 0.070      56.0 3.06    24.00     0.092    2.107 
0.5L    :  18.17
     57.3    6.5   40.7    2.170   0.0   0.52e-3 30.8      0.6     0.092    0.413      0.00
   1276.6    1.7   39.8    189.0 0.049      63.0 3.45    24.00     0.092    3.154 
0.6L    :  21.80
     80.9    6.5   40.7    2.170   0.0   0.76e-3 31.6     33.9     0.105    0.413      0.00
   1246.4    1.7   39.8    189.0 0.070      56.0 3.06    24.00     0.092    2.107 
0.7L    :  25.43
    104.9    6.5   40.7    2.089   0.0   0.68e-3 31.4     58.4     0.179    0.413      0.00
   1096.7    1.7   39.8    189.0 0.090      58.1 3.18    24.00     0.092    1.656 
0.8L    :  29.07
    132.2    6.5   40.7    1.791   0.0   0.91e-3 32.2     94.6     0.298    0.620      0.00
    840.6    1.4   39.9    189.0 0.113      52.3 2.85    24.00     0.092    1.695 
0.9L    :  32.70
    162.6    6.5   40.7    1.492   0.0   1.02e-3 32.6    130.5     0.416    1.760      0.00
    449.9    1.2   40.0    189.0 0.139      50.1 2.72    12.00     0.092    1.801 
Critical:  32.33
    159.0    6.5   40.7    1.523   0.0   0.69e-3 31.4    118.5     0.362    1.760      0.00
    502.9    1.2   40.0    189.0 0.136      58.1 3.16    12.00     0.092    1.842 
Transfer:  33.33
    168.6    6.5   40.7    1.440   0.0   1.59e-3 34.6    147.0     0.505    1.760      0.00
    363.7    1.2   40.1    189.0 0.144      40.3 2.19    12.00     0.092    1.738 
Bearing :  35.67
    190.8    6.5   40.7    0.320   0.0   6.00e-3 50.0    195.7     1.151    1.760      0.05
      0.0    0.3   40.5     42.0 0.161      16.2 0.87    12.00     0.092    1.488 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    0.85
 
 
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
    190.8      5.23     40.65    0.26       40.52    24.00      0.300      0.994      0.000      1.760 
Transfer:      2.33
    168.6      4.67     40.65    1.16       40.07    24.00      0.300      0.808      0.000      1.760 
Critical:      3.34
    159.1      4.41     40.65    1.23       40.04    24.00      0.300      0.722      0.000      1.760 
0.1L    :      2.97
    162.6      4.51     40.65    1.20       40.05    24.00      0.300      0.754      0.000      1.760 
0.2L    :      6.60
    132.2      3.68     40.65    1.44       39.93    24.00      0.300      0.476      0.000      0.620 
0.3L    :     10.23
    104.9      2.93     40.65    1.68       39.81    24.00      0.300      0.226      0.000      0.413 
0.4L    :     13.87
     80.9      2.26     40.65    1.74       39.78    24.00      0.300      0.003      0.000      0.413 
0.5L    :     17.50
     57.3      1.60     40.65    1.74       39.78    24.00      0.300      0.000      0.000      0.413 
0.6L    :     21.13
     80.9      2.26     40.65    1.74       39.78    24.00      0.300      0.003      0.000      0.413 
0.7L    :     24.77
    104.9      2.93     40.65    1.68       39.81    24.00      0.300      0.226      0.000      0.413 
0.8L    :     28.40
    132.2      3.68     40.65    1.44       39.93    24.00      0.300      0.476      0.000      0.620 
0.9L    :     32.03
    162.6      4.51     40.65    1.20       40.05    24.00      0.300      0.754      0.000      1.760 
Critical:     31.66
    159.1      4.41     40.65    1.23       40.04    24.00      0.300      0.722      0.000      1.760 
Transfer:     32.67
    168.6      4.67     40.65    1.16       40.07    24.00      0.300      0.808      0.000      1.760 
Bearing :     35.00
    190.8      5.23     40.65    0.26       40.52    24.00      0.300      0.994      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 = 2.97 ft
Prestress      :       0.104  1.80      0.187  2.20      0.229
Self Wt.       :      -0.018  1.85     -0.033  2.40     -0.043
Deck + Haunch  :                       -0.016  2.30     -0.036
DL-Prec. (DC)  :                       -0.003  3.00     -0.009
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.006
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 6.60 ft
Prestress      :       0.187  1.80      0.337  2.20      0.412
Self Wt.       :      -0.034  1.85     -0.063  2.40     -0.081
Deck + Haunch  :                       -0.033  2.30     -0.075
DL-Prec. (DC)  :                       -0.007  3.00     -0.020
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.013
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 10.23 ft
Prestress      :       0.247  1.80      0.444  2.20      0.542
Self Wt.       :      -0.046  1.85     -0.086  2.40     -0.111
Deck + Haunch  :                       -0.046  2.30     -0.107
DL-Prec. (DC)  :                       -0.009  3.00     -0.028
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.018
DL-Comp. (DW)  :                       -0.003  3.00     -0.010
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 13.87 ft
Prestress      :       0.282  1.80      0.508  2.20      0.621
Self Wt.       :      -0.054  1.85     -0.100  2.40     -0.130
Deck + Haunch  :                       -0.055  2.30     -0.126
DL-Prec. (DC)  :                       -0.011  3.00     -0.034
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 17.50 ft
Prestress      :       0.294  1.80      0.529  2.20      0.647
Self Wt.       :      -0.057  1.85     -0.105  2.40     -0.137
Deck + Haunch  :                       -0.058  2.30     -0.133
DL-Prec. (DC)  :                       -0.012  3.00     -0.035
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.022
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 21.13 ft
Prestress      :       0.282  1.80      0.508  2.20      0.621
Self Wt.       :      -0.054  1.85     -0.100  2.40     -0.130
Deck + Haunch  :                       -0.055  2.30     -0.126
DL-Prec. (DC)  :                       -0.011  3.00     -0.034
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 24.77 ft
Prestress      :       0.247  1.80      0.444  2.20      0.542
Self Wt.       :      -0.046  1.85     -0.086  2.40     -0.111
Deck + Haunch  :                       -0.046  2.30     -0.107
DL-Prec. (DC)  :                       -0.009  3.00     -0.028
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.018
DL-Comp. (DW)  :                       -0.003  3.00     -0.010
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 28.40 ft
Prestress      :       0.187  1.80      0.337  2.20      0.412
Self Wt.       :      -0.034  1.85     -0.063  2.40     -0.081
Deck + Haunch  :                       -0.033  2.30     -0.075
DL-Prec. (DC)  :                       -0.007  3.00     -0.020
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.013
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 32.03 ft
Prestress      :       0.104  1.80      0.187  2.20      0.229
Self Wt.       :      -0.018  1.85     -0.033  2.40     -0.043
Deck + Haunch  :                       -0.016  2.30     -0.036
DL-Prec. (DC)  :                       -0.003  3.00     -0.009
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.006
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
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
   362.5    40.7  1.440  267.5    1.4   1.16   1285.7  0.090T 1.00       -       -     -     -  
H/2     :   1.84
   291.8    40.6  1.205  267.9    1.1   0.97   1080.0  0.108T 1.00       -       -     -     -  
0.1L    :   2.97
   449.9    40.7  1.492  267.4    1.4   1.20   1331.0  0.087T 1.00       -       -     -     -  
0.2L    :   6.60
   860.1    40.7  1.791  266.8    1.7   1.44   1589.9  0.072T 1.00       -       -     -     -  
0.3L    :  10.23
  1138.1    40.7  2.089  266.3    2.0   1.68   1846.1  0.061T 1.00       -       -     -     -  
0.4L    :  13.87
  1306.2    40.7  2.170  266.2    2.0   1.74   1914.8  0.059T 1.00   1870.5  1737.2    1.02    -  
0.5L    :  17.50
  1352.0    40.7  2.170  266.2    2.0   1.74   1914.8  0.059T 1.00   1863.2  1798.1    1.03    -  
0.6L    :  21.13
  1306.2    40.7  2.170  266.2    2.0   1.74   1914.8  0.059T 1.00   1870.5  1737.2    1.02    -  
0.7L    :  24.77
  1138.1    40.7  2.089  266.3    2.0   1.68   1846.1  0.061T 1.00       -       -     -     -  
0.8L    :  28.40
   860.1    40.7  1.791  266.8    1.7   1.44   1589.9  0.072T 1.00       -       -     -     -  
0.9L    :  32.03
   449.9    40.7  1.492  267.4    1.4   1.20   1331.0  0.087T 1.00       -       -     -     -  
H/2     :  33.16
   291.8    40.6  1.205  267.9    1.1   0.97   1080.0  0.108T 1.00       -       -     -     -  
Transfer:  32.67
   362.5    40.7  1.440  267.5    1.4   1.16   1285.7  0.090T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.031
        M   2.00 Fb     0.276
 
  2   2 E   6.00 Ft    -0.072
        M   6.00 Fb     0.562
 
  3   2 E   6.00 Ft    -0.113
        M   6.00 Fb     0.847
 
  4   2 E   2.00 Ft    -0.218
        M   2.00 Fb     1.189
 
  5   2 E   2.00 Ft    -0.323
        M   2.00 Fb     1.531
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 36.33            Release Length, ft: 36.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.89 %               Final losses: 11.38 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.531     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.323       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  1914.78     1351.97     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   0.350     Midspan    1.800   0.040     Midspan
    Pre.Top:   3.000   0.376     Midspan    2.250   0.226     Midspan
    Pre.Bot:   3.000   1.114    Transfer    2.250   1.294    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.180    Transfer
    Pre.Bot:  -0.425   0.330     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.245     Midspan
    Pre.Bot:                                                             2.000   0.495    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.294  1.80      0.529  2.20      0.647
Self Wt.       :      -0.057  1.85     -0.105  2.40     -0.137
Deck + Haunch  :                       -0.058  2.30     -0.133
DL-Prec. (DC)  :                       -0.012  3.00     -0.035
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.022
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
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   35.00
     DC  Line       0.087      0.00       0.087   35.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    17.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 36.333 ft
Release length = 36.333 ft
Design  length = 35.000 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)  : 0.898   (Calculated)    
Live Moment (1  lane  loaded)  : 0.679   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.156   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.925   (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     2.97     6.60    10.23    13.87    17.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    634.3    643.5    641.6    643.5    643.5    643.5    643.5    643.5
  Yb      ,  in    17.08    16.89    16.93    16.89    16.89    16.89    16.89    16.89
  MI(Ixx) , in4   100458   102099   101758   102099   102099   102099   102099   102099
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1449.2   1458.0   1456.1   1458.0   1458.0   1458.0   1458.0   1458.0
  Yb      ,  in    30.14    29.98    30.01    29.98    29.98    29.98    29.98    29.98
  MI(Ixx) , in4   296814   302965   301680   302965   302965   302965   302965   302965

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           =       2.93 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:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.60 in):
     6 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.916 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.895 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.065 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)       
-------------------------------------------------------------------------------------
       363.333         740 268.866      5.903 23908.121   360.750     229.987        
 
 
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      6.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       6.1667      9.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00       9.1667     27.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      27.1667     30.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      30.1667     31.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      31.6667     32.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      32.2083     36.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      36.2001     36.3333     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 36.3333       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  3.60 in
         P_init    =      425.4 kips  Ecc = 13.54 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     7.62 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.185 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.58 ksi    0.00 ksi
    due to Composite Loads                                 -0.46 ksi    0.00 ksi
    due to Live Loads                                      -2.86 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         6.12 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  7.62 ksi  ( 3.89 %)            14.54 ksi ( 7.42 %)
Total Prestress Losses                                    22.15 ksi (11.30 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.9 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    25.1    20.1    31.3    61.7    83.4    96.4   100.8
(Max)       V      11.5    10.0    10.3     9.6     7.2     4.8     2.4     0.0
DL-Prec.  : M       0.0     4.7     3.7     5.8    11.4    15.5    17.9    18.7
DC(Max)     V       2.1     1.9     1.9     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    34.8    27.9    43.4    85.6   115.8   133.9   139.9
Haunch (Max)V      16.0    13.9    14.3    13.3    10.0     6.6     3.3     0.0
Diaphragm : M       0.0     0.6     0.5     0.7     1.7     2.6     3.5     4.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    11.3     9.0    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.6     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     6.2     5.0     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   152.5   122.9   189.0   356.7   467.6   534.8   551.0
            V      94.1    83.7    85.9    80.9    67.1    17.5     7.1    34.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    94.1    83.7    85.9    80.9    67.3    55.8    46.4    37.3
            M      -0.0   153.2   123.9   189.0   345.3   443.5   499.9   507.0
Total     : M+      0.0   235.2   189.2   292.0   560.2   743.1   853.8   885.1
            V     132.1   116.6   119.9   112.4    90.8    33.4    15.2    34.3
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   132.1   116.6   119.9   112.4    91.1    71.7    54.5    37.5
            M      -0.0   235.9   190.2   292.0   548.8   718.9   818.9   841.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   33.16   32.67   35.00
Self wt.  : M      96.4    83.4    61.7    31.3    20.1    25.1     0.0
(Max)       V       2.4     4.8     7.2     9.6    10.3    10.0    11.5
DL-Prec.  : M      17.9    15.5    11.4     5.8     3.7     4.7     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     1.9     1.9     2.1
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     133.9   115.8    85.6    43.4    27.9    34.8     0.0
Haunch (Max)V       3.3     6.6    10.0    13.3    14.3    13.9    16.0
Diaphragm : M       3.5     2.6     1.7     0.7     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      43.4    37.5    27.7    14.1     9.0    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.6     4.5     5.2
DL-Comp   : M      23.9    20.7    15.3     7.8     5.0     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.5     2.9
LL + I    : M+    534.8   467.6   356.7   189.0   122.9   152.5     0.0
            V       7.1    17.5    67.1    80.9    85.9    83.7    94.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    46.4    55.8    67.3    80.9    85.9    83.7    94.1
            M     499.9   443.5   345.3   189.0   123.9   153.2     0.0
Total     : M+    853.8   743.1   560.2   292.0   189.2   235.2     0.0
            V      15.2    33.4    90.8   112.4   119.9   116.6   132.1
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    54.5    71.7    91.1   112.4   119.9   116.6   132.1
            M     818.9   718.9   548.8   292.0   190.2   235.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.5             11.5
Deck+Haunch            16.0             16.0
Diaphragm               0.2              0.3
DL-Prec.(DC)            2.1              2.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.9             25.9
DL-Comp.(DW)           14.3             14.3
Live                   64.0             64.0
        Truck          52.8             52.8
        Lane           11.2             11.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    25.1    20.1    31.3    61.7    83.4    96.4   100.8
(Max)       V      11.5    10.0    10.3     9.6     7.2     4.8     2.4     0.0
DL-Prec.  : M       0.0     4.7     3.7     5.8    11.4    15.5    17.9    18.7
DC(Max)     V       2.1     1.9     1.9     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    34.8    27.9    43.4    85.6   115.8   133.9   139.9
Haunch (Max)V      16.0    13.9    14.3    13.3    10.0     6.6     3.3     0.0
Diaphragm : M       0.0     0.6     0.5     0.7     1.7     2.6     3.5     4.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    11.3     9.0    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.6     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     6.2     5.0     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   122.0    98.3   151.2   285.4   374.1   427.9   440.8
            V      75.3    67.0    68.7    64.7    53.7    14.0     5.7    27.2
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    75.3    67.0    68.7    64.7    53.9    44.6    37.1    29.8
            M      -0.0   122.6    99.1   151.2   276.3   354.8   400.0   405.6
Total     : M+      0.0   204.7   164.6   254.2   488.8   649.5   746.8   774.9
            V     113.3    99.9   102.7    96.3    77.4    29.9    13.7    27.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   113.3    99.9   102.7    96.3    77.6    60.5    45.2    30.1
            M      -0.0   205.2   165.4   254.2   479.7   630.2   718.9   739.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   33.16   32.67   35.00
Self wt.  : M      96.4    83.4    61.7    31.3    20.1    25.1     0.0
(Max)       V       2.4     4.8     7.2     9.6    10.3    10.0    11.5
DL-Prec.  : M      17.9    15.5    11.4     5.8     3.7     4.7     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     1.9     1.9     2.1
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     133.9   115.8    85.6    43.4    27.9    34.8     0.0
Haunch (Max)V       3.3     6.6    10.0    13.3    14.3    13.9    16.0
Diaphragm : M       3.5     2.6     1.7     0.7     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      43.4    37.5    27.7    14.1     9.0    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.6     4.5     5.2
DL-Comp   : M      23.9    20.7    15.3     7.8     5.0     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.5     2.9
LL + I    : M+    427.9   374.1   285.4   151.2    98.3   122.0     0.0
            V       5.7    14.0    53.7    64.7    68.7    67.0    75.3
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    37.1    44.6    53.9    64.7    68.7    67.0    75.3
            M     400.0   354.8   276.3   151.2    99.1   122.6     0.0
Total     : M+    746.8   649.5   488.8   254.2   164.6   204.7     0.0
            V      13.7    29.9    77.4    96.3   102.7    99.9   113.3
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    45.2    60.5    77.6    96.3   102.7    99.9   113.3
            M     718.9   630.2   479.7   254.2   165.4   205.2     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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    31.3    25.1    39.1    77.1   104.2   120.5   125.9
(Max)       V      14.4    12.5    12.9    12.0     9.0     6.0     3.0     0.0
Self wt.  : M       0.0    22.6    18.1    28.1    55.5    75.0    86.8    90.7
(Min)       V      10.4     9.0     9.3     8.6     6.5     4.3     2.2     0.0
DL-Prec.  : M       0.0     5.8     4.7     7.3    14.3    19.3    22.4    23.4
DC(Max)     V       2.7     2.3     2.4     2.2     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     4.2     3.4     5.2    10.3    13.9    16.1    16.8
DC(Min)     V       1.9     1.7     1.7     1.6     1.2     0.8     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    43.5    34.9    54.3   107.1   144.7   167.4   174.9
Haunch (Max)V      20.0    17.3    17.9    16.6    12.5     8.3     4.2     0.0
Deck +    : M       0.0    31.3    25.1    39.1    77.1   104.2   120.5   125.9
Haunch (Min)V      14.4    12.5    12.9    12.0     9.0     6.0     3.0     0.0
Diaphragm : M       0.0     0.7     0.6     0.9     2.1     3.2     4.3     5.5
(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     0.7     1.5     2.3     3.1     3.9
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    14.1    11.3    17.6    34.7    46.9    54.2    56.7
DC(Max)     V       6.5     5.6     5.8     5.4     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0    10.2     8.1    12.7    25.0    33.8    39.0    40.8
DC(Min)     V       4.7     4.0     4.2     3.9     2.9     1.9     1.0     0.0
DL-Comp   : M       0.0     9.3     7.5    11.6    23.0    31.0    35.9    37.5
DW(Max)     V       4.3     3.7     3.8     3.6     2.7     1.8     0.9     0.0
DL-Comp   : M       0.0     4.0     3.2     5.0     9.9    13.5    15.6    16.3
DW(Min)     V       1.9     1.6     1.7     1.5     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   267.0   215.1   330.7   624.2   818.4   936.0   964.3
            V     164.8   146.5   150.3   141.5   117.5    30.6    12.4    59.6
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   164.8   146.5   150.3   141.5   117.9    97.6    81.2    65.3
            M      -0.0   268.2   216.9   330.7   604.3   776.1   874.9   887.3
Total     : M+      0.0   371.8   299.2   461.4   882.4  1167.8  1340.7  1388.2
            V     212.9   188.3   193.4   181.6   147.6    50.7    22.6    59.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   212.9   188.3   193.4   181.6   147.9   117.8    91.4    65.6
            M      -0.0   373.0   300.9   461.4   862.5  1125.5  1279.6  1311.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   33.16   32.67   35.00
Self wt.  : M     120.5   104.2    77.1    39.1    25.1    31.3     0.0
(Max)       V       3.0     6.0     9.0    12.0    12.9    12.5    14.4
Self wt.  : M      86.8    75.0    55.5    28.1    18.1    22.6     0.0
(Min)       V       2.2     4.3     6.5     8.6     9.3     9.0    10.4
DL-Prec.  : M      22.4    19.3    14.3     7.3     4.7     5.8     0.0
DC(Max)     V       0.6     1.1     1.7     2.2     2.4     2.3     2.7
DL-Prec.  : M      16.1    13.9    10.3     5.2     3.4     4.2     0.0
DC(Min)     V       0.4     0.8     1.2     1.6     1.7     1.7     1.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     167.4   144.7   107.1    54.3    34.9    43.5     0.0
Haunch (Max)V       4.2     8.3    12.5    16.6    17.9    17.3    20.0
Deck +    : M     120.5   104.2    77.1    39.1    25.1    31.3     0.0
Haunch (Min)V       3.0     6.0     9.0    12.0    12.9    12.5    14.4
Diaphragm : M       4.3     3.2     2.1     0.9     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       3.1     2.3     1.5     0.7     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      54.2    46.9    34.7    17.6    11.3    14.1     0.0
DC(Max)     V       1.3     2.7     4.0     5.4     5.8     5.6     6.5
DL-Comp   : M      39.0    33.8    25.0    12.7     8.1    10.2     0.0
DC(Min)     V       1.0     1.9     2.9     3.9     4.2     4.0     4.7
DL-Comp   : M      35.9    31.0    23.0    11.6     7.5     9.3     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     3.8     3.7     4.3
DL-Comp   : M      15.6    13.5     9.9     5.0     3.2     4.0     0.0
DW(Min)     V       0.4     0.8     1.2     1.5     1.7     1.6     1.9
LL + I    : M+    936.0   818.4   624.2   330.7   215.1   267.0     0.0
            V      12.4    30.6   117.5   141.5   150.3   146.5   164.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    81.2    97.6   117.9   141.5   150.3   146.5   164.8
            M     874.9   776.1   604.3   330.7   216.9   268.2     0.0
Total     : M+   1340.7  1167.8   882.4   461.4   299.2   371.8     0.0
            V      22.6    50.7   147.6   181.6   193.4   188.3   212.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    91.4   117.8   147.9   181.6   193.4   188.3   212.9
            M    1279.6  1125.5   862.5   461.4   300.9   373.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               14.4             14.4
Deck+Haunch            20.0             20.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            2.7              2.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           32.4             32.4
DL-Comp.(DW)           21.4             21.4
Live                  112.0            112.0
        Truck          92.4             92.4
        Lane           19.6             19.6
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, 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    25.1    20.1    31.3    61.7    83.4    96.4   100.8
(Max)       V      11.5    10.0    10.3     9.6     7.2     4.8     2.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     4.7     3.7     5.8    11.4    15.5    17.9    18.7
DC(Max)     V       2.1     1.9     1.9     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    34.8    27.9    43.4    85.6   115.8   133.9   139.9
Haunch (Max)V      16.0    13.9    14.3    13.3    10.0     6.6     3.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     0.7     1.7     2.6     3.5     4.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.3     9.0    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.6     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     6.2     5.0     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.6     2.4     1.8     1.2     0.6     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   106.8    85.8   133.0   259.8   346.9   394.2   401.9
            V      68.5    62.6    63.9    61.1    53.6    46.2    38.7    31.3
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    68.5    62.6    63.9    61.1    53.6    46.2    38.7    31.3
            M       0.0   106.8    85.8   133.0   259.8   346.9   394.2   401.9
Total     : M+      0.0   189.5   152.1   236.1   463.3   622.3   713.2   736.0
            V     106.4    95.6    97.8    92.6    77.3    62.1    46.8    31.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   106.4    95.6    97.8    92.6    77.3    62.1    46.8    31.5
            M       0.0   189.5   152.1   236.1   463.3   622.3   713.2   736.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   33.16   32.67   35.00
Self wt.  : M      96.4    83.4    61.7    31.3    20.1    25.1     0.0
(Max)       V       2.4     4.8     7.2     9.6    10.3    10.0    11.5
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      17.9    15.5    11.4     5.8     3.7     4.7     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     1.9     1.9     2.1
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     133.9   115.8    85.6    43.4    27.9    34.8     0.0
Haunch (Max)V       3.3     6.6    10.0    13.3    14.3    13.9    16.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       3.5     2.6     1.7     0.7     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      43.4    37.5    27.7    14.1     9.0    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.6     4.5     5.2
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      23.9    20.7    15.3     7.8     5.0     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.5     2.9
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+    394.2   346.9   259.8   133.0    85.8   106.8     0.0
            V      38.7    46.2    53.6    61.1    63.9    62.6    68.5
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    38.7    46.2    53.6    61.1    63.9    62.6    68.5
            M     394.2   346.9   259.8   133.0    85.8   106.8     0.0
Total     : M+    713.2   622.3   463.3   236.1   152.1   189.5     0.0
            V      46.8    62.1    77.3    92.6    97.8    95.6   106.4
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    46.8    62.1    77.3    92.6    97.8    95.6   106.4
            M     713.2   622.3   463.3   236.1   152.1   189.5     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.63    7.27   10.90   14.53   18.17
 
Beam-Self
Precast-top    0.074   0.088   0.156   0.205   0.234   0.244 
Bottom        -0.065  -0.078  -0.138  -0.181  -0.207  -0.216 
 
Prestress
Precast-top   -0.397  -0.397  -0.397  -0.397  -0.397  -0.397 
Bottom         1.597   1.597   1.597   1.597   1.597   1.597 
 
Total
Precast-top   -0.323  -0.309  -0.241  -0.192  -0.163  -0.153 
Bottom         1.531   1.519   1.459   1.415   1.390   1.381 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.91 %)
             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    2.97    6.60   10.23   13.87   17.50
 
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   0.009   0.007   0.011   0.023   0.031   0.035   0.037 
Precast-top   -0.082  -0.207  -0.180  -0.170   0.013   0.144   0.224   0.251 
Bottom         0.330   1.288   1.090   1.251   1.069   0.938   0.859   0.831 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.63    7.27   10.90   14.53   18.17
 
Beam-Self
Precast-top    0.074   0.088   0.156   0.205   0.234   0.244 
Bottom        -0.065  -0.078  -0.138  -0.181  -0.207  -0.216 
 
Prestress
Precast-top   -0.397  -0.397  -0.397  -0.397  -0.397  -0.397 
Bottom         1.597   1.597   1.597   1.597   1.597   1.597 
 
Total
Precast-top   -0.323  -0.309  -0.241  -0.192  -0.163  -0.153 
Bottom         1.531   1.519   1.459   1.415   1.390   1.381 
 
As_top  , in2  1.070   1.003   0.683   0.468   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.91 %)
             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    2.97    6.60   10.23   13.87   17.50
 
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    2.97    6.60   10.23   13.87   17.50
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   0.061   0.049   0.076   0.148   0.197   0.225   0.230 
Precast-top   -0.041  -0.078  -0.070  -0.053   0.068   0.155   0.206   0.222 
Bottom         0.165   0.517   0.443   0.468   0.226   0.057  -0.039  -0.062 
 

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
    212.9    6.5   40.7    0.319   0.0   6.00e-3 50.0    220.3     1.295    1.760      0.22
      0.0    0.2   40.5     42.0 0.180      16.3 0.87    12.00     0.092    1.334 
Transfer:   3.00
    188.3    6.5   40.7    1.437   0.0   2.56e-3 38.0    178.9     0.695    1.760      0.00
    373.0    1.0   40.1    189.0 0.160      30.3 1.64    12.00     0.092    1.559 
Critical:   4.01
    177.5    6.5   40.7    1.521   0.0   1.56e-3 34.5    156.4     0.535    1.760      0.00
    516.5    1.1   40.1    189.0 0.151      40.8 2.21    12.00     0.092    1.652 
0.1L    :   3.63
    181.6    6.5   40.7    1.489   0.0   1.92e-3 35.7    165.5     0.594    1.760      0.00
    461.4    1.1   40.1    189.0 0.155      36.2 1.96    12.00     0.092    1.616 
0.2L    :   7.27
    147.9    6.5   40.7    1.788   0.0   1.35e-3 33.7    120.5     0.402    0.620      0.00
    862.5    1.3   40.0    189.0 0.126      43.9 2.39    12.00     0.092    1.398 
0.3L    :  10.90
    117.8    6.5   40.7    2.086   0.0   1.04e-3 32.6     81.4     0.261    0.413      0.00
   1125.5    1.5   39.9    189.0 0.101      49.5 2.70    24.00     0.092    1.362 
0.4L    :  14.53
     91.4    6.5   40.7    2.170   0.0   1.07e-3 32.8     52.9     0.171    0.413      0.00
   1279.6    1.5   39.9    189.0 0.078      48.7 2.66    24.00     0.092    1.741 
0.5L    :  18.17
     65.6    6.5   40.7    2.170   0.0   0.81e-3 31.8     18.1     0.092    0.413      0.00
   1311.2    1.5   39.9    189.0 0.056      54.8 2.99    24.00     0.092    2.575 
0.6L    :  21.80
     91.4    6.5   40.7    2.170   0.0   1.07e-3 32.8     52.9     0.171    0.413      0.00
   1279.6    1.5   39.9    189.0 0.078      48.7 2.66    24.00     0.092    1.741 
0.7L    :  25.43
    117.8    6.5   40.7    2.086   0.0   1.04e-3 32.6     81.4     0.261    0.413      0.00
   1125.5    1.5   39.9    189.0 0.101      49.5 2.70    24.00     0.092    1.362 
0.8L    :  29.07
    147.9    6.5   40.7    1.788   0.0   1.35e-3 33.7    120.5     0.402    0.620      0.00
    862.5    1.3   40.0    189.0 0.126      43.9 2.39    12.00     0.092    1.398 
0.9L    :  32.70
    181.6    6.5   40.7    1.489   0.0   1.92e-3 35.7    165.5     0.594    1.760      0.00
    461.4    1.1   40.1    189.0 0.155      36.2 1.96    12.00     0.092    1.616 
Critical:  32.32
    177.5    6.5   40.7    1.521   0.0   1.56e-3 34.5    156.4     0.535    1.760      0.00
    516.5    1.1   40.1    189.0 0.151      40.8 2.21    12.00     0.092    1.652 
Transfer:  33.33
    188.3    6.5   40.7    1.437   0.0   2.56e-3 38.0    178.9     0.695    1.760      0.00
    373.0    1.0   40.1    189.0 0.160      30.3 1.64    12.00     0.092    1.559 
Bearing :  35.67
    212.9    6.5   40.7    0.319   0.0   6.00e-3 50.0    220.3     1.295    1.760      0.22
      0.0    0.2   40.5     42.0 0.180      16.3 0.87    12.00     0.092    1.334 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    0.85
 
 
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
    212.9      5.84     40.65    0.23       40.54    24.00      0.300      1.195      0.000      1.760 
Transfer:      2.33
    188.3      5.21     40.65    1.02       40.14    24.00      0.300      0.987      0.000      1.760 
Critical:      3.34
    177.6      4.92     40.65    1.08       40.11    24.00      0.300      0.890      0.000      1.760 
0.1L    :      2.97
    181.6      5.03     40.65    1.06       40.12    24.00      0.300      0.926      0.000      1.760 
0.2L    :      6.60
    147.9      4.11     40.65    1.27       40.02    24.00      0.300      0.619      0.000      0.620 
0.3L    :     10.23
    117.8      3.28     40.65    1.47       39.91    24.00      0.300      0.343      0.000      0.413 
0.4L    :     13.87
     91.4      2.55     40.65    1.53       39.88    24.00      0.300      0.099      0.000      0.413 
0.5L    :     17.50
     65.6      1.83     40.65    1.53       39.88    24.00      0.300      0.000      0.000      0.413 
0.6L    :     21.13
     91.4      2.55     40.65    1.53       39.88    24.00      0.300      0.099      0.000      0.413 
0.7L    :     24.77
    117.8      3.28     40.65    1.47       39.91    24.00      0.300      0.343      0.000      0.413 
0.8L    :     28.40
    147.9      4.11     40.65    1.27       40.02    24.00      0.300      0.619      0.000      0.620 
0.9L    :     32.03
    181.6      5.03     40.65    1.06       40.12    24.00      0.300      0.926      0.000      1.760 
Critical:     31.66
    177.6      4.92     40.65    1.08       40.11    24.00      0.300      0.890      0.000      1.760 
Transfer:     32.67
    188.3      5.21     40.65    1.02       40.14    24.00      0.300      0.987      0.000      1.760 
Bearing :     35.00
    212.9      5.84     40.65    0.23       40.54    24.00      0.300      1.195      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 = 2.97 ft
Prestress      :       0.104  1.80      0.187  2.20      0.229
Self Wt.       :      -0.018  1.85     -0.033  2.40     -0.043
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.086            0.154            0.186
 
At 0.2 x L = 6.60 ft
Prestress      :       0.187  1.80      0.337  2.20      0.412
Self Wt.       :      -0.034  1.85     -0.063  2.40     -0.081
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.153            0.274            0.331
 
At 0.3 x L = 10.23 ft
Prestress      :       0.247  1.80      0.444  2.20      0.542
Self Wt.       :      -0.046  1.85     -0.086  2.40     -0.111
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.200            0.358            0.431
 
At 0.4 x L = 13.87 ft
Prestress      :       0.282  1.80      0.508  2.20      0.621
Self Wt.       :      -0.054  1.85     -0.100  2.40     -0.130
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.228            0.407            0.490
 
At 0.5 x L = 17.50 ft
Prestress      :       0.294  1.80      0.529  2.20      0.647
Self Wt.       :      -0.057  1.85     -0.105  2.40     -0.137
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.237            0.424            0.510
 
At 0.6 x L = 21.13 ft
Prestress      :       0.282  1.80      0.508  2.20      0.621
Self Wt.       :      -0.054  1.85     -0.100  2.40     -0.130
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.228            0.407            0.490
 
At 0.7 x L = 24.77 ft
Prestress      :       0.247  1.80      0.444  2.20      0.542
Self Wt.       :      -0.046  1.85     -0.086  2.40     -0.111
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.200            0.358            0.431
 
At 0.8 x L = 28.40 ft
Prestress      :       0.187  1.80      0.337  2.20      0.412
Self Wt.       :      -0.034  1.85     -0.063  2.40     -0.081
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.153            0.274            0.331
 
At 0.9 x L = 32.03 ft
Prestress      :       0.104  1.80      0.187  2.20      0.229
Self Wt.       :      -0.018  1.85     -0.033  2.40     -0.043
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.086            0.154            0.186
 

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
   371.8    40.7  1.437  267.8    1.2   1.02   1287.2  0.103T 1.00       -       -     -     -  
H/2     :   1.84
   299.2    40.6  1.203  268.1    1.0   0.85   1080.8  0.123T 1.00       -       -     -     -  
0.1L    :   2.97
   461.4    40.7  1.489  267.7    1.2   1.06   1332.8  0.099T 1.00       -       -     -     -  
0.2L    :   6.60
   882.4    40.7  1.788  267.2    1.5   1.27   1593.2  0.082T 1.00       -       -     -     -  
0.3L    :  10.23
  1167.8    40.7  2.086  266.8    1.7   1.47   1851.3  0.070T 1.00       -       -     -     -  
0.4L    :  13.87
  1340.7    40.7  2.170  266.6    1.8   1.53   1923.1  0.067T 1.00    554.0   554.0    3.47    -  
0.5L    :  17.50
  1388.2    40.7  2.170  266.6    1.8   1.53   1923.1  0.067T 1.00    545.9   545.9    3.52    -  
0.6L    :  21.13
  1340.7    40.7  2.170  266.6    1.8   1.53   1923.1  0.067T 1.00    554.0   554.0    3.47    -  
0.7L    :  24.77
  1167.8    40.7  2.086  266.8    1.7   1.47   1851.3  0.070T 1.00       -       -     -     -  
0.8L    :  28.40
   882.4    40.7  1.788  267.2    1.5   1.27   1593.2  0.082T 1.00       -       -     -     -  
0.9L    :  32.03
   461.4    40.7  1.489  267.7    1.2   1.06   1332.8  0.099T 1.00       -       -     -     -  
H/2     :  33.16
   299.2    40.6  1.203  268.1    1.0   0.85   1080.8  0.123T 1.00       -       -     -     -  
Transfer:  32.67
   371.8    40.7  1.437  267.8    1.2   1.02   1287.2  0.103T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.031
        M   2.00 Fb     0.276
 
  2   2 E   6.00 Ft    -0.072
        M   6.00 Fb     0.562
 
  3   2 E   6.00 Ft    -0.113
        M   6.00 Fb     0.847
 
  4   2 E   2.00 Ft    -0.218
        M   2.00 Fb     1.189
 
  5   2 E   2.00 Ft    -0.323
        M   2.00 Fb     1.531
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 36.33            Release Length, ft: 36.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.89 %               Final losses: 11.30 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.531     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.323       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  1923.11     1388.19     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   0.037     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.251     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.288    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.222     Midspan
    Pre.Bot:                                                             2.000   0.517    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.294  1.80      0.529  2.20      0.647
Self Wt.       :      -0.057  1.85     -0.105  2.40     -0.137
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.237            0.424            0.510
 
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   35.00
     DC  Line       0.087      0.00       0.087   35.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    17.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 36.333 ft
Release length = 36.333 ft
Design  length = 35.000 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)  : 0.898   (Calculated)    
Live Moment (1  lane  loaded)  : 0.679   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.156   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.925   (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     2.97     6.60    10.23    13.87    17.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    634.3    643.5    641.6    643.5    643.5    643.5    643.5    643.5
  Yb      ,  in    17.08    16.89    16.93    16.89    16.89    16.89    16.89    16.89
  MI(Ixx) , in4   100458   102099   101758   102099   102099   102099   102099   102099
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1449.2   1458.0   1456.1   1458.0   1458.0   1458.0   1458.0   1458.0
  Yb      ,  in    30.14    29.98    30.01    29.98    29.98    29.98    29.98    29.98
  MI(Ixx) , in4   296814   302965   301680   302965   302965   302965   302965   302965

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           =       2.93 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:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.60 in):
     6 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.916 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.895 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.065 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)       
-------------------------------------------------------------------------------------
       363.333         740 268.866      5.903 23908.121   360.750     229.987        
 
 
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      6.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       6.1667      9.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00       9.1667     27.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      27.1667     30.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      30.1667     31.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      31.6667     32.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      32.2083     36.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      36.2001     36.3333     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 36.3333       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  3.60 in
         P_init    =      425.4 kips  Ecc = 13.54 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     7.62 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.185 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.58 ksi    0.00 ksi
    due to Composite Loads                                 -0.46 ksi    0.00 ksi
    due to Live Loads                                      -2.86 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         6.12 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  7.62 ksi  ( 3.89 %)            14.54 ksi ( 7.42 %)
Total Prestress Losses                                    22.15 ksi (11.30 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.9 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    25.1    20.1    31.3    61.7    83.4    96.4   100.8
(Max)       V      11.5    10.0    10.3     9.6     7.2     4.8     2.4     0.0
DL-Prec.  : M       0.0     4.7     3.7     5.8    11.4    15.5    17.9    18.7
DC(Max)     V       2.1     1.9     1.9     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    34.8    27.9    43.4    85.6   115.8   133.9   139.9
Haunch (Max)V      16.0    13.9    14.3    13.3    10.0     6.6     3.3     0.0
Diaphragm : M       0.0     0.6     0.5     0.7     1.7     2.6     3.5     4.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    11.3     9.0    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.6     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     6.2     5.0     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   152.5   122.9   189.0   356.7   467.6   534.8   551.0
            V      94.1    83.7    85.9    80.9    67.1    17.5     7.1    34.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    94.1    83.7    85.9    80.9    67.3    55.8    46.4    37.3
            M      -0.0   153.2   123.9   189.0   345.3   443.5   499.9   507.0
Total     : M+      0.0   235.2   189.2   292.0   560.2   743.1   853.8   885.1
            V     132.1   116.6   119.9   112.4    90.8    33.4    15.2    34.3
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   132.1   116.6   119.9   112.4    91.1    71.7    54.5    37.5
            M      -0.0   235.9   190.2   292.0   548.8   718.9   818.9   841.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   33.16   32.67   35.00
Self wt.  : M      96.4    83.4    61.7    31.3    20.1    25.1     0.0
(Max)       V       2.4     4.8     7.2     9.6    10.3    10.0    11.5
DL-Prec.  : M      17.9    15.5    11.4     5.8     3.7     4.7     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     1.9     1.9     2.1
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     133.9   115.8    85.6    43.4    27.9    34.8     0.0
Haunch (Max)V       3.3     6.6    10.0    13.3    14.3    13.9    16.0
Diaphragm : M       3.5     2.6     1.7     0.7     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      43.4    37.5    27.7    14.1     9.0    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.6     4.5     5.2
DL-Comp   : M      23.9    20.7    15.3     7.8     5.0     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.5     2.9
LL + I    : M+    534.8   467.6   356.7   189.0   122.9   152.5     0.0
            V       7.1    17.5    67.1    80.9    85.9    83.7    94.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    46.4    55.8    67.3    80.9    85.9    83.7    94.1
            M     499.9   443.5   345.3   189.0   123.9   153.2     0.0
Total     : M+    853.8   743.1   560.2   292.0   189.2   235.2     0.0
            V      15.2    33.4    90.8   112.4   119.9   116.6   132.1
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    54.5    71.7    91.1   112.4   119.9   116.6   132.1
            M     818.9   718.9   548.8   292.0   190.2   235.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.5             11.5
Deck+Haunch            16.0             16.0
Diaphragm               0.2              0.3
DL-Prec.(DC)            2.1              2.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.9             25.9
DL-Comp.(DW)           14.3             14.3
Live                   64.0             64.0
        Truck          52.8             52.8
        Lane           11.2             11.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    25.1    20.1    31.3    61.7    83.4    96.4   100.8
(Max)       V      11.5    10.0    10.3     9.6     7.2     4.8     2.4     0.0
DL-Prec.  : M       0.0     4.7     3.7     5.8    11.4    15.5    17.9    18.7
DC(Max)     V       2.1     1.9     1.9     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    34.8    27.9    43.4    85.6   115.8   133.9   139.9
Haunch (Max)V      16.0    13.9    14.3    13.3    10.0     6.6     3.3     0.0
Diaphragm : M       0.0     0.6     0.5     0.7     1.7     2.6     3.5     4.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    11.3     9.0    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.6     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     6.2     5.0     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   122.0    98.3   151.2   285.4   374.1   427.9   440.8
            V      75.3    67.0    68.7    64.7    53.7    14.0     5.7    27.2
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    75.3    67.0    68.7    64.7    53.9    44.6    37.1    29.8
            M      -0.0   122.6    99.1   151.2   276.3   354.8   400.0   405.6
Total     : M+      0.0   204.7   164.6   254.2   488.8   649.5   746.8   774.9
            V     113.3    99.9   102.7    96.3    77.4    29.9    13.7    27.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   113.3    99.9   102.7    96.3    77.6    60.5    45.2    30.1
            M      -0.0   205.2   165.4   254.2   479.7   630.2   718.9   739.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   33.16   32.67   35.00
Self wt.  : M      96.4    83.4    61.7    31.3    20.1    25.1     0.0
(Max)       V       2.4     4.8     7.2     9.6    10.3    10.0    11.5
DL-Prec.  : M      17.9    15.5    11.4     5.8     3.7     4.7     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     1.9     1.9     2.1
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     133.9   115.8    85.6    43.4    27.9    34.8     0.0
Haunch (Max)V       3.3     6.6    10.0    13.3    14.3    13.9    16.0
Diaphragm : M       3.5     2.6     1.7     0.7     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      43.4    37.5    27.7    14.1     9.0    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.6     4.5     5.2
DL-Comp   : M      23.9    20.7    15.3     7.8     5.0     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.5     2.9
LL + I    : M+    427.9   374.1   285.4   151.2    98.3   122.0     0.0
            V       5.7    14.0    53.7    64.7    68.7    67.0    75.3
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    37.1    44.6    53.9    64.7    68.7    67.0    75.3
            M     400.0   354.8   276.3   151.2    99.1   122.6     0.0
Total     : M+    746.8   649.5   488.8   254.2   164.6   204.7     0.0
            V      13.7    29.9    77.4    96.3   102.7    99.9   113.3
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    45.2    60.5    77.6    96.3   102.7    99.9   113.3
            M     718.9   630.2   479.7   254.2   165.4   205.2     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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    31.3    25.1    39.1    77.1   104.2   120.5   125.9
(Max)       V      14.4    12.5    12.9    12.0     9.0     6.0     3.0     0.0
Self wt.  : M       0.0    22.6    18.1    28.1    55.5    75.0    86.8    90.7
(Min)       V      10.4     9.0     9.3     8.6     6.5     4.3     2.2     0.0
DL-Prec.  : M       0.0     5.8     4.7     7.3    14.3    19.3    22.4    23.4
DC(Max)     V       2.7     2.3     2.4     2.2     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     4.2     3.4     5.2    10.3    13.9    16.1    16.8
DC(Min)     V       1.9     1.7     1.7     1.6     1.2     0.8     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    43.5    34.9    54.3   107.1   144.7   167.4   174.9
Haunch (Max)V      20.0    17.3    17.9    16.6    12.5     8.3     4.2     0.0
Deck +    : M       0.0    31.3    25.1    39.1    77.1   104.2   120.5   125.9
Haunch (Min)V      14.4    12.5    12.9    12.0     9.0     6.0     3.0     0.0
Diaphragm : M       0.0     0.7     0.6     0.9     2.1     3.2     4.3     5.5
(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     0.7     1.5     2.3     3.1     3.9
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    14.1    11.3    17.6    34.7    46.9    54.2    56.7
DC(Max)     V       6.5     5.6     5.8     5.4     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0    10.2     8.1    12.7    25.0    33.8    39.0    40.8
DC(Min)     V       4.7     4.0     4.2     3.9     2.9     1.9     1.0     0.0
DL-Comp   : M       0.0     9.3     7.5    11.6    23.0    31.0    35.9    37.5
DW(Max)     V       4.3     3.7     3.8     3.6     2.7     1.8     0.9     0.0
DL-Comp   : M       0.0     4.0     3.2     5.0     9.9    13.5    15.6    16.3
DW(Min)     V       1.9     1.6     1.7     1.5     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   267.0   215.1   330.7   624.2   818.4   936.0   964.3
            V     164.8   146.5   150.3   141.5   117.5    30.6    12.4    59.6
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   164.8   146.5   150.3   141.5   117.9    97.6    81.2    65.3
            M      -0.0   268.2   216.9   330.7   604.3   776.1   874.9   887.3
Total     : M+      0.0   371.8   299.2   461.4   882.4  1167.8  1340.7  1388.2
            V     212.9   188.3   193.4   181.6   147.6    50.7    22.6    59.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   212.9   188.3   193.4   181.6   147.9   117.8    91.4    65.6
            M      -0.0   373.0   300.9   461.4   862.5  1125.5  1279.6  1311.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   33.16   32.67   35.00
Self wt.  : M     120.5   104.2    77.1    39.1    25.1    31.3     0.0
(Max)       V       3.0     6.0     9.0    12.0    12.9    12.5    14.4
Self wt.  : M      86.8    75.0    55.5    28.1    18.1    22.6     0.0
(Min)       V       2.2     4.3     6.5     8.6     9.3     9.0    10.4
DL-Prec.  : M      22.4    19.3    14.3     7.3     4.7     5.8     0.0
DC(Max)     V       0.6     1.1     1.7     2.2     2.4     2.3     2.7
DL-Prec.  : M      16.1    13.9    10.3     5.2     3.4     4.2     0.0
DC(Min)     V       0.4     0.8     1.2     1.6     1.7     1.7     1.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     167.4   144.7   107.1    54.3    34.9    43.5     0.0
Haunch (Max)V       4.2     8.3    12.5    16.6    17.9    17.3    20.0
Deck +    : M     120.5   104.2    77.1    39.1    25.1    31.3     0.0
Haunch (Min)V       3.0     6.0     9.0    12.0    12.9    12.5    14.4
Diaphragm : M       4.3     3.2     2.1     0.9     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       3.1     2.3     1.5     0.7     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      54.2    46.9    34.7    17.6    11.3    14.1     0.0
DC(Max)     V       1.3     2.7     4.0     5.4     5.8     5.6     6.5
DL-Comp   : M      39.0    33.8    25.0    12.7     8.1    10.2     0.0
DC(Min)     V       1.0     1.9     2.9     3.9     4.2     4.0     4.7
DL-Comp   : M      35.9    31.0    23.0    11.6     7.5     9.3     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     3.8     3.7     4.3
DL-Comp   : M      15.6    13.5     9.9     5.0     3.2     4.0     0.0
DW(Min)     V       0.4     0.8     1.2     1.5     1.7     1.6     1.9
LL + I    : M+    936.0   818.4   624.2   330.7   215.1   267.0     0.0
            V      12.4    30.6   117.5   141.5   150.3   146.5   164.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    81.2    97.6   117.9   141.5   150.3   146.5   164.8
            M     874.9   776.1   604.3   330.7   216.9   268.2     0.0
Total     : M+   1340.7  1167.8   882.4   461.4   299.2   371.8     0.0
            V      22.6    50.7   147.6   181.6   193.4   188.3   212.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    91.4   117.8   147.9   181.6   193.4   188.3   212.9
            M    1279.6  1125.5   862.5   461.4   300.9   373.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               14.4             14.4
Deck+Haunch            20.0             20.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            2.7              2.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           32.4             32.4
DL-Comp.(DW)           21.4             21.4
Live                  112.0            112.0
        Truck          92.4             92.4
        Lane           19.6             19.6
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, 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    25.1    20.1    31.3    61.7    83.4    96.4   100.8
(Max)       V      11.5    10.0    10.3     9.6     7.2     4.8     2.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     4.7     3.7     5.8    11.4    15.5    17.9    18.7
DC(Max)     V       2.1     1.9     1.9     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    34.8    27.9    43.4    85.6   115.8   133.9   139.9
Haunch (Max)V      16.0    13.9    14.3    13.3    10.0     6.6     3.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     0.7     1.7     2.6     3.5     4.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.3     9.0    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.6     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     6.2     5.0     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.6     2.4     1.8     1.2     0.6     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   106.8    85.8   133.0   259.8   346.9   394.2   401.9
            V      68.5    62.6    63.9    61.1    53.6    46.2    38.7    31.3
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    68.5    62.6    63.9    61.1    53.6    46.2    38.7    31.3
            M       0.0   106.8    85.8   133.0   259.8   346.9   394.2   401.9
Total     : M+      0.0   189.5   152.1   236.1   463.3   622.3   713.2   736.0
            V     106.4    95.6    97.8    92.6    77.3    62.1    46.8    31.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   106.4    95.6    97.8    92.6    77.3    62.1    46.8    31.5
            M       0.0   189.5   152.1   236.1   463.3   622.3   713.2   736.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   33.16   32.67   35.00
Self wt.  : M      96.4    83.4    61.7    31.3    20.1    25.1     0.0
(Max)       V       2.4     4.8     7.2     9.6    10.3    10.0    11.5
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      17.9    15.5    11.4     5.8     3.7     4.7     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     1.9     1.9     2.1
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     133.9   115.8    85.6    43.4    27.9    34.8     0.0
Haunch (Max)V       3.3     6.6    10.0    13.3    14.3    13.9    16.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       3.5     2.6     1.7     0.7     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      43.4    37.5    27.7    14.1     9.0    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.6     4.5     5.2
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      23.9    20.7    15.3     7.8     5.0     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.5     2.9
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+    394.2   346.9   259.8   133.0    85.8   106.8     0.0
            V      38.7    46.2    53.6    61.1    63.9    62.6    68.5
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    38.7    46.2    53.6    61.1    63.9    62.6    68.5
            M     394.2   346.9   259.8   133.0    85.8   106.8     0.0
Total     : M+    713.2   622.3   463.3   236.1   152.1   189.5     0.0
            V      46.8    62.1    77.3    92.6    97.8    95.6   106.4
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    46.8    62.1    77.3    92.6    97.8    95.6   106.4
            M     713.2   622.3   463.3   236.1   152.1   189.5     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.63    7.27   10.90   14.53   18.17
 
Beam-Self
Precast-top    0.074   0.088   0.156   0.205   0.234   0.244 
Bottom        -0.065  -0.078  -0.138  -0.181  -0.207  -0.216 
 
Prestress
Precast-top   -0.397  -0.397  -0.397  -0.397  -0.397  -0.397 
Bottom         1.597   1.597   1.597   1.597   1.597   1.597 
 
Total
Precast-top   -0.323  -0.309  -0.241  -0.192  -0.163  -0.153 
Bottom         1.531   1.519   1.459   1.415   1.390   1.381 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.91 %)
             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    2.97    6.60   10.23   13.87   17.50
 
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   0.009   0.007   0.011   0.023   0.031   0.035   0.037 
Precast-top   -0.082  -0.207  -0.180  -0.170   0.013   0.144   0.224   0.251 
Bottom         0.330   1.288   1.090   1.251   1.069   0.938   0.859   0.831 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.63    7.27   10.90   14.53   18.17
 
Beam-Self
Precast-top    0.074   0.088   0.156   0.205   0.234   0.244 
Bottom        -0.065  -0.078  -0.138  -0.181  -0.207  -0.216 
 
Prestress
Precast-top   -0.397  -0.397  -0.397  -0.397  -0.397  -0.397 
Bottom         1.597   1.597   1.597   1.597   1.597   1.597 
 
Total
Precast-top   -0.323  -0.309  -0.241  -0.192  -0.163  -0.153 
Bottom         1.531   1.519   1.459   1.415   1.390   1.381 
 
As_top  , in2  1.070   1.003   0.683   0.468   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.91 %)
             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    2.97    6.60   10.23   13.87   17.50
 
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    2.97    6.60   10.23   13.87   17.50
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   0.061   0.049   0.076   0.148   0.197   0.225   0.230 
Precast-top   -0.041  -0.078  -0.070  -0.053   0.068   0.155   0.206   0.222 
Bottom         0.165   0.517   0.443   0.468   0.226   0.057  -0.039  -0.062 
 

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
    212.9    6.5   40.7    0.319   0.0   6.00e-3 50.0    220.3     1.295    1.760      0.22
      0.0    0.2   40.5     42.0 0.180      16.3 0.87    12.00     0.092    1.334 
Transfer:   3.00
    188.3    6.5   40.7    1.437   0.0   2.56e-3 38.0    178.9     0.695    1.760      0.00
    373.0    1.0   40.1    189.0 0.160      30.3 1.64    12.00     0.092    1.559 
Critical:   4.01
    177.5    6.5   40.7    1.521   0.0   1.56e-3 34.5    156.4     0.535    1.760      0.00
    516.5    1.1   40.1    189.0 0.151      40.8 2.21    12.00     0.092    1.652 
0.1L    :   3.63
    181.6    6.5   40.7    1.489   0.0   1.92e-3 35.7    165.5     0.594    1.760      0.00
    461.4    1.1   40.1    189.0 0.155      36.2 1.96    12.00     0.092    1.616 
0.2L    :   7.27
    147.9    6.5   40.7    1.788   0.0   1.35e-3 33.7    120.5     0.402    0.620      0.00
    862.5    1.3   40.0    189.0 0.126      43.9 2.39    12.00     0.092    1.398 
0.3L    :  10.90
    117.8    6.5   40.7    2.086   0.0   1.04e-3 32.6     81.4     0.261    0.413      0.00
   1125.5    1.5   39.9    189.0 0.101      49.5 2.70    24.00     0.092    1.362 
0.4L    :  14.53
     91.4    6.5   40.7    2.170   0.0   1.07e-3 32.8     52.9     0.171    0.413      0.00
   1279.6    1.5   39.9    189.0 0.078      48.7 2.66    24.00     0.092    1.741 
0.5L    :  18.17
     65.6    6.5   40.7    2.170   0.0   0.81e-3 31.8     18.1     0.092    0.413      0.00
   1311.2    1.5   39.9    189.0 0.056      54.8 2.99    24.00     0.092    2.575 
0.6L    :  21.80
     91.4    6.5   40.7    2.170   0.0   1.07e-3 32.8     52.9     0.171    0.413      0.00
   1279.6    1.5   39.9    189.0 0.078      48.7 2.66    24.00     0.092    1.741 
0.7L    :  25.43
    117.8    6.5   40.7    2.086   0.0   1.04e-3 32.6     81.4     0.261    0.413      0.00
   1125.5    1.5   39.9    189.0 0.101      49.5 2.70    24.00     0.092    1.362 
0.8L    :  29.07
    147.9    6.5   40.7    1.788   0.0   1.35e-3 33.7    120.5     0.402    0.620      0.00
    862.5    1.3   40.0    189.0 0.126      43.9 2.39    12.00     0.092    1.398 
0.9L    :  32.70
    181.6    6.5   40.7    1.489   0.0   1.92e-3 35.7    165.5     0.594    1.760      0.00
    461.4    1.1   40.1    189.0 0.155      36.2 1.96    12.00     0.092    1.616 
Critical:  32.32
    177.5    6.5   40.7    1.521   0.0   1.56e-3 34.5    156.4     0.535    1.760      0.00
    516.5    1.1   40.1    189.0 0.151      40.8 2.21    12.00     0.092    1.652 
Transfer:  33.33
    188.3    6.5   40.7    1.437   0.0   2.56e-3 38.0    178.9     0.695    1.760      0.00
    373.0    1.0   40.1    189.0 0.160      30.3 1.64    12.00     0.092    1.559 
Bearing :  35.67
    212.9    6.5   40.7    0.319   0.0   6.00e-3 50.0    220.3     1.295    1.760      0.22
      0.0    0.2   40.5     42.0 0.180      16.3 0.87    12.00     0.092    1.334 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    0.85
 
 
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
    212.9      5.84     40.65    0.23       40.54    24.00      0.300      1.195      0.000      1.760 
Transfer:      2.33
    188.3      5.21     40.65    1.02       40.14    24.00      0.300      0.987      0.000      1.760 
Critical:      3.34
    177.6      4.92     40.65    1.08       40.11    24.00      0.300      0.890      0.000      1.760 
0.1L    :      2.97
    181.6      5.03     40.65    1.06       40.12    24.00      0.300      0.926      0.000      1.760 
0.2L    :      6.60
    147.9      4.11     40.65    1.27       40.02    24.00      0.300      0.619      0.000      0.620 
0.3L    :     10.23
    117.8      3.28     40.65    1.47       39.91    24.00      0.300      0.343      0.000      0.413 
0.4L    :     13.87
     91.4      2.55     40.65    1.53       39.88    24.00      0.300      0.099      0.000      0.413 
0.5L    :     17.50
     65.6      1.83     40.65    1.53       39.88    24.00      0.300      0.000      0.000      0.413 
0.6L    :     21.13
     91.4      2.55     40.65    1.53       39.88    24.00      0.300      0.099      0.000      0.413 
0.7L    :     24.77
    117.8      3.28     40.65    1.47       39.91    24.00      0.300      0.343      0.000      0.413 
0.8L    :     28.40
    147.9      4.11     40.65    1.27       40.02    24.00      0.300      0.619      0.000      0.620 
0.9L    :     32.03
    181.6      5.03     40.65    1.06       40.12    24.00      0.300      0.926      0.000      1.760 
Critical:     31.66
    177.6      4.92     40.65    1.08       40.11    24.00      0.300      0.890      0.000      1.760 
Transfer:     32.67
    188.3      5.21     40.65    1.02       40.14    24.00      0.300      0.987      0.000      1.760 
Bearing :     35.00
    212.9      5.84     40.65    0.23       40.54    24.00      0.300      1.195      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 = 2.97 ft
Prestress      :       0.104  1.80      0.187  2.20      0.229
Self Wt.       :      -0.018  1.85     -0.033  2.40     -0.043
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.086            0.154            0.186
 
At 0.2 x L = 6.60 ft
Prestress      :       0.187  1.80      0.337  2.20      0.412
Self Wt.       :      -0.034  1.85     -0.063  2.40     -0.081
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.153            0.274            0.331
 
At 0.3 x L = 10.23 ft
Prestress      :       0.247  1.80      0.444  2.20      0.542
Self Wt.       :      -0.046  1.85     -0.086  2.40     -0.111
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.200            0.358            0.431
 
At 0.4 x L = 13.87 ft
Prestress      :       0.282  1.80      0.508  2.20      0.621
Self Wt.       :      -0.054  1.85     -0.100  2.40     -0.130
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.228            0.407            0.490
 
At 0.5 x L = 17.50 ft
Prestress      :       0.294  1.80      0.529  2.20      0.647
Self Wt.       :      -0.057  1.85     -0.105  2.40     -0.137
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.237            0.424            0.510
 
At 0.6 x L = 21.13 ft
Prestress      :       0.282  1.80      0.508  2.20      0.621
Self Wt.       :      -0.054  1.85     -0.100  2.40     -0.130
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.228            0.407            0.490
 
At 0.7 x L = 24.77 ft
Prestress      :       0.247  1.80      0.444  2.20      0.542
Self Wt.       :      -0.046  1.85     -0.086  2.40     -0.111
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.200            0.358            0.431
 
At 0.8 x L = 28.40 ft
Prestress      :       0.187  1.80      0.337  2.20      0.412
Self Wt.       :      -0.034  1.85     -0.063  2.40     -0.081
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.153            0.274            0.331
 
At 0.9 x L = 32.03 ft
Prestress      :       0.104  1.80      0.187  2.20      0.229
Self Wt.       :      -0.018  1.85     -0.033  2.40     -0.043
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.086            0.154            0.186
 

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
   371.8    40.7  1.437  267.8    1.2   1.02   1287.2  0.103T 1.00       -       -     -     -  
H/2     :   1.84
   299.2    40.6  1.203  268.1    1.0   0.85   1080.8  0.123T 1.00       -       -     -     -  
0.1L    :   2.97
   461.4    40.7  1.489  267.7    1.2   1.06   1332.8  0.099T 1.00       -       -     -     -  
0.2L    :   6.60
   882.4    40.7  1.788  267.2    1.5   1.27   1593.2  0.082T 1.00       -       -     -     -  
0.3L    :  10.23
  1167.8    40.7  2.086  266.8    1.7   1.47   1851.3  0.070T 1.00       -       -     -     -  
0.4L    :  13.87
  1340.7    40.7  2.170  266.6    1.8   1.53   1923.1  0.067T 1.00    554.0   554.0    3.47    -  
0.5L    :  17.50
  1388.2    40.7  2.170  266.6    1.8   1.53   1923.1  0.067T 1.00    545.9   545.9    3.52    -  
0.6L    :  21.13
  1340.7    40.7  2.170  266.6    1.8   1.53   1923.1  0.067T 1.00    554.0   554.0    3.47    -  
0.7L    :  24.77
  1167.8    40.7  2.086  266.8    1.7   1.47   1851.3  0.070T 1.00       -       -     -     -  
0.8L    :  28.40
   882.4    40.7  1.788  267.2    1.5   1.27   1593.2  0.082T 1.00       -       -     -     -  
0.9L    :  32.03
   461.4    40.7  1.489  267.7    1.2   1.06   1332.8  0.099T 1.00       -       -     -     -  
H/2     :  33.16
   299.2    40.6  1.203  268.1    1.0   0.85   1080.8  0.123T 1.00       -       -     -     -  
Transfer:  32.67
   371.8    40.7  1.437  267.8    1.2   1.02   1287.2  0.103T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.031
        M   2.00 Fb     0.276
 
  2   2 E   6.00 Ft    -0.072
        M   6.00 Fb     0.562
 
  3   2 E   6.00 Ft    -0.113
        M   6.00 Fb     0.847
 
  4   2 E   2.00 Ft    -0.218
        M   2.00 Fb     1.189
 
  5   2 E   2.00 Ft    -0.323
        M   2.00 Fb     1.531
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 36.33            Release Length, ft: 36.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.89 %               Final losses: 11.30 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.531     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.323       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  1923.11     1388.19     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   0.037     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.251     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.288    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.222     Midspan
    Pre.Bot:                                                             2.000   0.517    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.294  1.80      0.529  2.20      0.647
Self Wt.       :      -0.057  1.85     -0.105  2.40     -0.137
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.237            0.424            0.510
 
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   35.00
     DC  Line       0.087      0.00       0.087   35.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    17.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 36.333 ft
Release length = 36.333 ft
Design  length = 35.000 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)  : 0.898   (Calculated)    
Live Moment (1  lane  loaded)  : 0.679   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.156   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.925   (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     2.97     6.60    10.23    13.87    17.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    634.3    643.5    641.6    643.5    643.5    643.5    643.5    643.5
  Yb      ,  in    17.08    16.89    16.93    16.89    16.89    16.89    16.89    16.89
  MI(Ixx) , in4   100458   102099   101758   102099   102099   102099   102099   102099
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1449.2   1458.0   1456.1   1458.0   1458.0   1458.0   1458.0   1458.0
  Yb      ,  in    30.14    29.98    30.01    29.98    29.98    29.98    29.98    29.98
  MI(Ixx) , in4   296814   302965   301680   302965   302965   302965   302965   302965

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           =       2.93 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:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.60 in):
     6 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.916 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.895 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.065 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)       
-------------------------------------------------------------------------------------
       363.333         740 268.866      5.903 23908.121   360.750     229.987        
 
 
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      6.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       6.1667      9.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00       9.1667     27.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      27.1667     30.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      30.1667     31.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      31.6667     32.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      32.2083     36.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      36.2001     36.3333     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 36.3333       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  3.60 in
         P_init    =      425.4 kips  Ecc = 13.54 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     7.62 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.185 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.58 ksi    0.00 ksi
    due to Composite Loads                                 -0.46 ksi    0.00 ksi
    due to Live Loads                                      -2.86 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         6.12 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  7.62 ksi  ( 3.89 %)            14.54 ksi ( 7.42 %)
Total Prestress Losses                                    22.15 ksi (11.30 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.9 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    25.1    20.1    31.3    61.7    83.4    96.4   100.8
(Max)       V      11.5    10.0    10.3     9.6     7.2     4.8     2.4     0.0
DL-Prec.  : M       0.0     4.7     3.7     5.8    11.4    15.5    17.9    18.7
DC(Max)     V       2.1     1.9     1.9     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    34.8    27.9    43.4    85.6   115.8   133.9   139.9
Haunch (Max)V      16.0    13.9    14.3    13.3    10.0     6.6     3.3     0.0
Diaphragm : M       0.0     0.6     0.5     0.7     1.7     2.6     3.5     4.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    11.3     9.0    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.6     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     6.2     5.0     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   152.5   122.9   189.0   356.7   467.6   534.8   551.0
            V      94.1    83.7    85.9    80.9    67.1    17.5     7.1    34.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    94.1    83.7    85.9    80.9    67.3    55.8    46.4    37.3
            M      -0.0   153.2   123.9   189.0   345.3   443.5   499.9   507.0
Total     : M+      0.0   235.2   189.2   292.0   560.2   743.1   853.8   885.1
            V     132.1   116.6   119.9   112.4    90.8    33.4    15.2    34.3
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   132.1   116.6   119.9   112.4    91.1    71.7    54.5    37.5
            M      -0.0   235.9   190.2   292.0   548.8   718.9   818.9   841.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   33.16   32.67   35.00
Self wt.  : M      96.4    83.4    61.7    31.3    20.1    25.1     0.0
(Max)       V       2.4     4.8     7.2     9.6    10.3    10.0    11.5
DL-Prec.  : M      17.9    15.5    11.4     5.8     3.7     4.7     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     1.9     1.9     2.1
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     133.9   115.8    85.6    43.4    27.9    34.8     0.0
Haunch (Max)V       3.3     6.6    10.0    13.3    14.3    13.9    16.0
Diaphragm : M       3.5     2.6     1.7     0.7     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      43.4    37.5    27.7    14.1     9.0    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.6     4.5     5.2
DL-Comp   : M      23.9    20.7    15.3     7.8     5.0     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.5     2.9
LL + I    : M+    534.8   467.6   356.7   189.0   122.9   152.5     0.0
            V       7.1    17.5    67.1    80.9    85.9    83.7    94.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    46.4    55.8    67.3    80.9    85.9    83.7    94.1
            M     499.9   443.5   345.3   189.0   123.9   153.2     0.0
Total     : M+    853.8   743.1   560.2   292.0   189.2   235.2     0.0
            V      15.2    33.4    90.8   112.4   119.9   116.6   132.1
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    54.5    71.7    91.1   112.4   119.9   116.6   132.1
            M     818.9   718.9   548.8   292.0   190.2   235.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.5             11.5
Deck+Haunch            16.0             16.0
Diaphragm               0.2              0.3
DL-Prec.(DC)            2.1              2.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.9             25.9
DL-Comp.(DW)           14.3             14.3
Live                   64.0             64.0
        Truck          52.8             52.8
        Lane           11.2             11.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    25.1    20.1    31.3    61.7    83.4    96.4   100.8
(Max)       V      11.5    10.0    10.3     9.6     7.2     4.8     2.4     0.0
DL-Prec.  : M       0.0     4.7     3.7     5.8    11.4    15.5    17.9    18.7
DC(Max)     V       2.1     1.9     1.9     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    34.8    27.9    43.4    85.6   115.8   133.9   139.9
Haunch (Max)V      16.0    13.9    14.3    13.3    10.0     6.6     3.3     0.0
Diaphragm : M       0.0     0.6     0.5     0.7     1.7     2.6     3.5     4.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    11.3     9.0    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.6     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     6.2     5.0     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   122.0    98.3   151.2   285.4   374.1   427.9   440.8
            V      75.3    67.0    68.7    64.7    53.7    14.0     5.7    27.2
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    75.3    67.0    68.7    64.7    53.9    44.6    37.1    29.8
            M      -0.0   122.6    99.1   151.2   276.3   354.8   400.0   405.6
Total     : M+      0.0   204.7   164.6   254.2   488.8   649.5   746.8   774.9
            V     113.3    99.9   102.7    96.3    77.4    29.9    13.7    27.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   113.3    99.9   102.7    96.3    77.6    60.5    45.2    30.1
            M      -0.0   205.2   165.4   254.2   479.7   630.2   718.9   739.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   33.16   32.67   35.00
Self wt.  : M      96.4    83.4    61.7    31.3    20.1    25.1     0.0
(Max)       V       2.4     4.8     7.2     9.6    10.3    10.0    11.5
DL-Prec.  : M      17.9    15.5    11.4     5.8     3.7     4.7     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     1.9     1.9     2.1
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     133.9   115.8    85.6    43.4    27.9    34.8     0.0
Haunch (Max)V       3.3     6.6    10.0    13.3    14.3    13.9    16.0
Diaphragm : M       3.5     2.6     1.7     0.7     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      43.4    37.5    27.7    14.1     9.0    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.6     4.5     5.2
DL-Comp   : M      23.9    20.7    15.3     7.8     5.0     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.5     2.9
LL + I    : M+    427.9   374.1   285.4   151.2    98.3   122.0     0.0
            V       5.7    14.0    53.7    64.7    68.7    67.0    75.3
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    37.1    44.6    53.9    64.7    68.7    67.0    75.3
            M     400.0   354.8   276.3   151.2    99.1   122.6     0.0
Total     : M+    746.8   649.5   488.8   254.2   164.6   204.7     0.0
            V      13.7    29.9    77.4    96.3   102.7    99.9   113.3
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    45.2    60.5    77.6    96.3   102.7    99.9   113.3
            M     718.9   630.2   479.7   254.2   165.4   205.2     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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    31.3    25.1    39.1    77.1   104.2   120.5   125.9
(Max)       V      14.4    12.5    12.9    12.0     9.0     6.0     3.0     0.0
Self wt.  : M       0.0    22.6    18.1    28.1    55.5    75.0    86.8    90.7
(Min)       V      10.4     9.0     9.3     8.6     6.5     4.3     2.2     0.0
DL-Prec.  : M       0.0     5.8     4.7     7.3    14.3    19.3    22.4    23.4
DC(Max)     V       2.7     2.3     2.4     2.2     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     4.2     3.4     5.2    10.3    13.9    16.1    16.8
DC(Min)     V       1.9     1.7     1.7     1.6     1.2     0.8     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    43.5    34.9    54.3   107.1   144.7   167.4   174.9
Haunch (Max)V      20.0    17.3    17.9    16.6    12.5     8.3     4.2     0.0
Deck +    : M       0.0    31.3    25.1    39.1    77.1   104.2   120.5   125.9
Haunch (Min)V      14.4    12.5    12.9    12.0     9.0     6.0     3.0     0.0
Diaphragm : M       0.0     0.7     0.6     0.9     2.1     3.2     4.3     5.5
(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     0.7     1.5     2.3     3.1     3.9
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    14.1    11.3    17.6    34.7    46.9    54.2    56.7
DC(Max)     V       6.5     5.6     5.8     5.4     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0    10.2     8.1    12.7    25.0    33.8    39.0    40.8
DC(Min)     V       4.7     4.0     4.2     3.9     2.9     1.9     1.0     0.0
DL-Comp   : M       0.0     9.3     7.5    11.6    23.0    31.0    35.9    37.5
DW(Max)     V       4.3     3.7     3.8     3.6     2.7     1.8     0.9     0.0
DL-Comp   : M       0.0     4.0     3.2     5.0     9.9    13.5    15.6    16.3
DW(Min)     V       1.9     1.6     1.7     1.5     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   267.0   215.1   330.7   624.2   818.4   936.0   964.3
            V     164.8   146.5   150.3   141.5   117.5    30.6    12.4    59.6
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   164.8   146.5   150.3   141.5   117.9    97.6    81.2    65.3
            M      -0.0   268.2   216.9   330.7   604.3   776.1   874.9   887.3
Total     : M+      0.0   371.8   299.2   461.4   882.4  1167.8  1340.7  1388.2
            V     212.9   188.3   193.4   181.6   147.6    50.7    22.6    59.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   212.9   188.3   193.4   181.6   147.9   117.8    91.4    65.6
            M      -0.0   373.0   300.9   461.4   862.5  1125.5  1279.6  1311.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   33.16   32.67   35.00
Self wt.  : M     120.5   104.2    77.1    39.1    25.1    31.3     0.0
(Max)       V       3.0     6.0     9.0    12.0    12.9    12.5    14.4
Self wt.  : M      86.8    75.0    55.5    28.1    18.1    22.6     0.0
(Min)       V       2.2     4.3     6.5     8.6     9.3     9.0    10.4
DL-Prec.  : M      22.4    19.3    14.3     7.3     4.7     5.8     0.0
DC(Max)     V       0.6     1.1     1.7     2.2     2.4     2.3     2.7
DL-Prec.  : M      16.1    13.9    10.3     5.2     3.4     4.2     0.0
DC(Min)     V       0.4     0.8     1.2     1.6     1.7     1.7     1.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     167.4   144.7   107.1    54.3    34.9    43.5     0.0
Haunch (Max)V       4.2     8.3    12.5    16.6    17.9    17.3    20.0
Deck +    : M     120.5   104.2    77.1    39.1    25.1    31.3     0.0
Haunch (Min)V       3.0     6.0     9.0    12.0    12.9    12.5    14.4
Diaphragm : M       4.3     3.2     2.1     0.9     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       3.1     2.3     1.5     0.7     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      54.2    46.9    34.7    17.6    11.3    14.1     0.0
DC(Max)     V       1.3     2.7     4.0     5.4     5.8     5.6     6.5
DL-Comp   : M      39.0    33.8    25.0    12.7     8.1    10.2     0.0
DC(Min)     V       1.0     1.9     2.9     3.9     4.2     4.0     4.7
DL-Comp   : M      35.9    31.0    23.0    11.6     7.5     9.3     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     3.8     3.7     4.3
DL-Comp   : M      15.6    13.5     9.9     5.0     3.2     4.0     0.0
DW(Min)     V       0.4     0.8     1.2     1.5     1.7     1.6     1.9
LL + I    : M+    936.0   818.4   624.2   330.7   215.1   267.0     0.0
            V      12.4    30.6   117.5   141.5   150.3   146.5   164.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    81.2    97.6   117.9   141.5   150.3   146.5   164.8
            M     874.9   776.1   604.3   330.7   216.9   268.2     0.0
Total     : M+   1340.7  1167.8   882.4   461.4   299.2   371.8     0.0
            V      22.6    50.7   147.6   181.6   193.4   188.3   212.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    91.4   117.8   147.9   181.6   193.4   188.3   212.9
            M    1279.6  1125.5   862.5   461.4   300.9   373.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               14.4             14.4
Deck+Haunch            20.0             20.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            2.7              2.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           32.4             32.4
DL-Comp.(DW)           21.4             21.4
Live                  112.0            112.0
        Truck          92.4             92.4
        Lane           19.6             19.6
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, 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    25.1    20.1    31.3    61.7    83.4    96.4   100.8
(Max)       V      11.5    10.0    10.3     9.6     7.2     4.8     2.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     4.7     3.7     5.8    11.4    15.5    17.9    18.7
DC(Max)     V       2.1     1.9     1.9     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    34.8    27.9    43.4    85.6   115.8   133.9   139.9
Haunch (Max)V      16.0    13.9    14.3    13.3    10.0     6.6     3.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     0.7     1.7     2.6     3.5     4.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.3     9.0    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.6     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     6.2     5.0     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.6     2.4     1.8     1.2     0.6     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   106.8    85.8   133.0   259.8   346.9   394.2   401.9
            V      68.5    62.6    63.9    61.1    53.6    46.2    38.7    31.3
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    68.5    62.6    63.9    61.1    53.6    46.2    38.7    31.3
            M       0.0   106.8    85.8   133.0   259.8   346.9   394.2   401.9
Total     : M+      0.0   189.5   152.1   236.1   463.3   622.3   713.2   736.0
            V     106.4    95.6    97.8    92.6    77.3    62.1    46.8    31.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   106.4    95.6    97.8    92.6    77.3    62.1    46.8    31.5
            M       0.0   189.5   152.1   236.1   463.3   622.3   713.2   736.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   33.16   32.67   35.00
Self wt.  : M      96.4    83.4    61.7    31.3    20.1    25.1     0.0
(Max)       V       2.4     4.8     7.2     9.6    10.3    10.0    11.5
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      17.9    15.5    11.4     5.8     3.7     4.7     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     1.9     1.9     2.1
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     133.9   115.8    85.6    43.4    27.9    34.8     0.0
Haunch (Max)V       3.3     6.6    10.0    13.3    14.3    13.9    16.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       3.5     2.6     1.7     0.7     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      43.4    37.5    27.7    14.1     9.0    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.6     4.5     5.2
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      23.9    20.7    15.3     7.8     5.0     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.5     2.9
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+    394.2   346.9   259.8   133.0    85.8   106.8     0.0
            V      38.7    46.2    53.6    61.1    63.9    62.6    68.5
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    38.7    46.2    53.6    61.1    63.9    62.6    68.5
            M     394.2   346.9   259.8   133.0    85.8   106.8     0.0
Total     : M+    713.2   622.3   463.3   236.1   152.1   189.5     0.0
            V      46.8    62.1    77.3    92.6    97.8    95.6   106.4
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    46.8    62.1    77.3    92.6    97.8    95.6   106.4
            M     713.2   622.3   463.3   236.1   152.1   189.5     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.63    7.27   10.90   14.53   18.17
 
Beam-Self
Precast-top    0.074   0.088   0.156   0.205   0.234   0.244 
Bottom        -0.065  -0.078  -0.138  -0.181  -0.207  -0.216 
 
Prestress
Precast-top   -0.397  -0.397  -0.397  -0.397  -0.397  -0.397 
Bottom         1.597   1.597   1.597   1.597   1.597   1.597 
 
Total
Precast-top   -0.323  -0.309  -0.241  -0.192  -0.163  -0.153 
Bottom         1.531   1.519   1.459   1.415   1.390   1.381 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.91 %)
             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    2.97    6.60   10.23   13.87   17.50
 
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   0.009   0.007   0.011   0.023   0.031   0.035   0.037 
Precast-top   -0.082  -0.207  -0.180  -0.170   0.013   0.144   0.224   0.251 
Bottom         0.330   1.288   1.090   1.251   1.069   0.938   0.859   0.831 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.63    7.27   10.90   14.53   18.17
 
Beam-Self
Precast-top    0.074   0.088   0.156   0.205   0.234   0.244 
Bottom        -0.065  -0.078  -0.138  -0.181  -0.207  -0.216 
 
Prestress
Precast-top   -0.397  -0.397  -0.397  -0.397  -0.397  -0.397 
Bottom         1.597   1.597   1.597   1.597   1.597   1.597 
 
Total
Precast-top   -0.323  -0.309  -0.241  -0.192  -0.163  -0.153 
Bottom         1.531   1.519   1.459   1.415   1.390   1.381 
 
As_top  , in2  1.070   1.003   0.683   0.468   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.91 %)
             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    2.97    6.60   10.23   13.87   17.50
 
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    2.97    6.60   10.23   13.87   17.50
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   0.061   0.049   0.076   0.148   0.197   0.225   0.230 
Precast-top   -0.041  -0.078  -0.070  -0.053   0.068   0.155   0.206   0.222 
Bottom         0.165   0.517   0.443   0.468   0.226   0.057  -0.039  -0.062 
 

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
    212.9    6.5   40.7    0.319   0.0   6.00e-3 50.0    220.3     1.295    1.760      0.22
      0.0    0.2   40.5     42.0 0.180      16.3 0.87    12.00     0.092    1.334 
Transfer:   3.00
    188.3    6.5   40.7    1.437   0.0   2.56e-3 38.0    178.9     0.695    1.760      0.00
    373.0    1.0   40.1    189.0 0.160      30.3 1.64    12.00     0.092    1.559 
Critical:   4.01
    177.5    6.5   40.7    1.521   0.0   1.56e-3 34.5    156.4     0.535    1.760      0.00
    516.5    1.1   40.1    189.0 0.151      40.8 2.21    12.00     0.092    1.652 
0.1L    :   3.63
    181.6    6.5   40.7    1.489   0.0   1.92e-3 35.7    165.5     0.594    1.760      0.00
    461.4    1.1   40.1    189.0 0.155      36.2 1.96    12.00     0.092    1.616 
0.2L    :   7.27
    147.9    6.5   40.7    1.788   0.0   1.35e-3 33.7    120.5     0.402    0.620      0.00
    862.5    1.3   40.0    189.0 0.126      43.9 2.39    12.00     0.092    1.398 
0.3L    :  10.90
    117.8    6.5   40.7    2.086   0.0   1.04e-3 32.6     81.4     0.261    0.413      0.00
   1125.5    1.5   39.9    189.0 0.101      49.5 2.70    24.00     0.092    1.362 
0.4L    :  14.53
     91.4    6.5   40.7    2.170   0.0   1.07e-3 32.8     52.9     0.171    0.413      0.00
   1279.6    1.5   39.9    189.0 0.078      48.7 2.66    24.00     0.092    1.741 
0.5L    :  18.17
     65.6    6.5   40.7    2.170   0.0   0.81e-3 31.8     18.1     0.092    0.413      0.00
   1311.2    1.5   39.9    189.0 0.056      54.8 2.99    24.00     0.092    2.575 
0.6L    :  21.80
     91.4    6.5   40.7    2.170   0.0   1.07e-3 32.8     52.9     0.171    0.413      0.00
   1279.6    1.5   39.9    189.0 0.078      48.7 2.66    24.00     0.092    1.741 
0.7L    :  25.43
    117.8    6.5   40.7    2.086   0.0   1.04e-3 32.6     81.4     0.261    0.413      0.00
   1125.5    1.5   39.9    189.0 0.101      49.5 2.70    24.00     0.092    1.362 
0.8L    :  29.07
    147.9    6.5   40.7    1.788   0.0   1.35e-3 33.7    120.5     0.402    0.620      0.00
    862.5    1.3   40.0    189.0 0.126      43.9 2.39    12.00     0.092    1.398 
0.9L    :  32.70
    181.6    6.5   40.7    1.489   0.0   1.92e-3 35.7    165.5     0.594    1.760      0.00
    461.4    1.1   40.1    189.0 0.155      36.2 1.96    12.00     0.092    1.616 
Critical:  32.32
    177.5    6.5   40.7    1.521   0.0   1.56e-3 34.5    156.4     0.535    1.760      0.00
    516.5    1.1   40.1    189.0 0.151      40.8 2.21    12.00     0.092    1.652 
Transfer:  33.33
    188.3    6.5   40.7    1.437   0.0   2.56e-3 38.0    178.9     0.695    1.760      0.00
    373.0    1.0   40.1    189.0 0.160      30.3 1.64    12.00     0.092    1.559 
Bearing :  35.67
    212.9    6.5   40.7    0.319   0.0   6.00e-3 50.0    220.3     1.295    1.760      0.22
      0.0    0.2   40.5     42.0 0.180      16.3 0.87    12.00     0.092    1.334 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    0.85
 
 
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
    212.9      5.84     40.65    0.23       40.54    24.00      0.300      1.195      0.000      1.760 
Transfer:      2.33
    188.3      5.21     40.65    1.02       40.14    24.00      0.300      0.987      0.000      1.760 
Critical:      3.34
    177.6      4.92     40.65    1.08       40.11    24.00      0.300      0.890      0.000      1.760 
0.1L    :      2.97
    181.6      5.03     40.65    1.06       40.12    24.00      0.300      0.926      0.000      1.760 
0.2L    :      6.60
    147.9      4.11     40.65    1.27       40.02    24.00      0.300      0.619      0.000      0.620 
0.3L    :     10.23
    117.8      3.28     40.65    1.47       39.91    24.00      0.300      0.343      0.000      0.413 
0.4L    :     13.87
     91.4      2.55     40.65    1.53       39.88    24.00      0.300      0.099      0.000      0.413 
0.5L    :     17.50
     65.6      1.83     40.65    1.53       39.88    24.00      0.300      0.000      0.000      0.413 
0.6L    :     21.13
     91.4      2.55     40.65    1.53       39.88    24.00      0.300      0.099      0.000      0.413 
0.7L    :     24.77
    117.8      3.28     40.65    1.47       39.91    24.00      0.300      0.343      0.000      0.413 
0.8L    :     28.40
    147.9      4.11     40.65    1.27       40.02    24.00      0.300      0.619      0.000      0.620 
0.9L    :     32.03
    181.6      5.03     40.65    1.06       40.12    24.00      0.300      0.926      0.000      1.760 
Critical:     31.66
    177.6      4.92     40.65    1.08       40.11    24.00      0.300      0.890      0.000      1.760 
Transfer:     32.67
    188.3      5.21     40.65    1.02       40.14    24.00      0.300      0.987      0.000      1.760 
Bearing :     35.00
    212.9      5.84     40.65    0.23       40.54    24.00      0.300      1.195      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 = 2.97 ft
Prestress      :       0.104  1.80      0.187  2.20      0.229
Self Wt.       :      -0.018  1.85     -0.033  2.40     -0.043
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.086            0.154            0.186
 
At 0.2 x L = 6.60 ft
Prestress      :       0.187  1.80      0.337  2.20      0.412
Self Wt.       :      -0.034  1.85     -0.063  2.40     -0.081
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.153            0.274            0.331
 
At 0.3 x L = 10.23 ft
Prestress      :       0.247  1.80      0.444  2.20      0.542
Self Wt.       :      -0.046  1.85     -0.086  2.40     -0.111
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.200            0.358            0.431
 
At 0.4 x L = 13.87 ft
Prestress      :       0.282  1.80      0.508  2.20      0.621
Self Wt.       :      -0.054  1.85     -0.100  2.40     -0.130
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.228            0.407            0.490
 
At 0.5 x L = 17.50 ft
Prestress      :       0.294  1.80      0.529  2.20      0.647
Self Wt.       :      -0.057  1.85     -0.105  2.40     -0.137
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.237            0.424            0.510
 
At 0.6 x L = 21.13 ft
Prestress      :       0.282  1.80      0.508  2.20      0.621
Self Wt.       :      -0.054  1.85     -0.100  2.40     -0.130
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.228            0.407            0.490
 
At 0.7 x L = 24.77 ft
Prestress      :       0.247  1.80      0.444  2.20      0.542
Self Wt.       :      -0.046  1.85     -0.086  2.40     -0.111
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.200            0.358            0.431
 
At 0.8 x L = 28.40 ft
Prestress      :       0.187  1.80      0.337  2.20      0.412
Self Wt.       :      -0.034  1.85     -0.063  2.40     -0.081
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.153            0.274            0.331
 
At 0.9 x L = 32.03 ft
Prestress      :       0.104  1.80      0.187  2.20      0.229
Self Wt.       :      -0.018  1.85     -0.033  2.40     -0.043
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.086            0.154            0.186
 

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
   371.8    40.7  1.437  267.8    1.2   1.02   1287.2  0.103T 1.00       -       -     -     -  
H/2     :   1.84
   299.2    40.6  1.203  268.1    1.0   0.85   1080.8  0.123T 1.00       -       -     -     -  
0.1L    :   2.97
   461.4    40.7  1.489  267.7    1.2   1.06   1332.8  0.099T 1.00       -       -     -     -  
0.2L    :   6.60
   882.4    40.7  1.788  267.2    1.5   1.27   1593.2  0.082T 1.00       -       -     -     -  
0.3L    :  10.23
  1167.8    40.7  2.086  266.8    1.7   1.47   1851.3  0.070T 1.00       -       -     -     -  
0.4L    :  13.87
  1340.7    40.7  2.170  266.6    1.8   1.53   1923.1  0.067T 1.00    554.0   554.0    3.47    -  
0.5L    :  17.50
  1388.2    40.7  2.170  266.6    1.8   1.53   1923.1  0.067T 1.00    545.9   545.9    3.52    -  
0.6L    :  21.13
  1340.7    40.7  2.170  266.6    1.8   1.53   1923.1  0.067T 1.00    554.0   554.0    3.47    -  
0.7L    :  24.77
  1167.8    40.7  2.086  266.8    1.7   1.47   1851.3  0.070T 1.00       -       -     -     -  
0.8L    :  28.40
   882.4    40.7  1.788  267.2    1.5   1.27   1593.2  0.082T 1.00       -       -     -     -  
0.9L    :  32.03
   461.4    40.7  1.489  267.7    1.2   1.06   1332.8  0.099T 1.00       -       -     -     -  
H/2     :  33.16
   299.2    40.6  1.203  268.1    1.0   0.85   1080.8  0.123T 1.00       -       -     -     -  
Transfer:  32.67
   371.8    40.7  1.437  267.8    1.2   1.02   1287.2  0.103T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.031
        M   2.00 Fb     0.276
 
  2   2 E   6.00 Ft    -0.072
        M   6.00 Fb     0.562
 
  3   2 E   6.00 Ft    -0.113
        M   6.00 Fb     0.847
 
  4   2 E   2.00 Ft    -0.218
        M   2.00 Fb     1.189
 
  5   2 E   2.00 Ft    -0.323
        M   2.00 Fb     1.531
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 36.33            Release Length, ft: 36.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.89 %               Final losses: 11.30 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.531     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.323       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  1923.11     1388.19     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   0.037     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.251     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.288    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.222     Midspan
    Pre.Bot:                                                             2.000   0.517    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.294  1.80      0.529  2.20      0.647
Self Wt.       :      -0.057  1.85     -0.105  2.40     -0.137
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.237            0.424            0.510
 
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   35.00
     DC  Line       0.076      0.00       0.076   35.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    17.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 36.333 ft
Release length = 36.333 ft
Design  length = 35.000 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)  : 0.879   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.919   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.012   (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     2.97     6.60    10.23    13.87    17.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    634.3    643.5    641.6    643.5    643.5    643.5    643.5    643.5
  Yb      ,  in    17.08    16.89    16.93    16.89    16.89    16.89    16.89    16.89
  MI(Ixx) , in4   100458   102099   101758   102099   102099   102099   102099   102099
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1352.0   1360.8   1358.9   1360.8   1360.8   1360.8   1360.8   1360.8
  Yb      ,  in    29.40    29.24    29.27    29.24    29.24    29.24    29.24    29.24
  MI(Ixx) , in4   285410   291222   290008   291222   291222   291222   291222   291222

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           =       2.93 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:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.60 in):
     6 @  2.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.880 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.849 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.065 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)       
-------------------------------------------------------------------------------------
       363.333         740 268.866      5.903 23908.121   360.750     229.987        
 
 
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      6.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00       6.1667      9.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00       9.1667     27.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      27.1667     30.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      30.1667     31.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      31.6667     32.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      32.2083     36.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      36.2001     36.3333     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 36.3333       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  3.60 in
         P_init    =      425.4 kips  Ecc = 13.54 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     7.62 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.185 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.38 ksi    0.00 ksi
    due to Composite Loads                                 -0.46 ksi    0.00 ksi
    due to Live Loads                                      -2.83 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         6.12 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  7.62 ksi  ( 3.89 %)            14.76 ksi ( 7.53 %)
Total Prestress Losses                                    22.38 ksi (11.41 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.6 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 : 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    25.1    20.1    31.3    61.7    83.4    96.4   100.8
(Max)       V      11.5    10.0    10.3     9.6     7.2     4.8     2.4     0.0
DL-Prec.  : M       0.0     4.3     3.4     5.3    10.5    14.1    16.3    17.1
DC(Max)     V       2.0     1.7     1.7     1.6     1.2     0.8     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    30.7    24.6    38.2    75.4   102.0   117.9   123.2
Haunch (Max)V      14.1    12.2    12.6    11.7     8.8     5.8     2.9     0.0
Diaphragm : M       0.0     0.3     0.2     0.4     0.8     1.3     1.7     2.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.3     9.0    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.6     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     6.2     5.0     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   149.3   120.3   184.9   349.1   457.7   523.4   539.3
            V      82.4    73.3    75.2    70.8    58.8    15.3     6.2    29.8
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    82.4    73.3    75.2    70.8    59.0    48.8    40.6    32.7
            M      -0.0   150.0   121.3   184.9   338.0   434.0   489.3   496.2
Total     : M+      0.0   227.1   182.7   281.9   540.5   716.7   823.2   852.9
            V     118.1   104.3   107.2   100.5    81.1    30.2    13.7    29.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   118.1   104.3   107.2   100.5    81.3    63.7    48.1    32.8
            M      -0.0   227.8   183.7   281.9   529.4   693.0   789.0   809.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   33.16   32.67   35.00
Self wt.  : M      96.4    83.4    61.7    31.3    20.1    25.1     0.0
(Max)       V       2.4     4.8     7.2     9.6    10.3    10.0    11.5
DL-Prec.  : M      16.3    14.1    10.5     5.3     3.4     4.3     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.7     1.7     2.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     117.9   102.0    75.4    38.2    24.6    30.7     0.0
Haunch (Max)V       2.9     5.8     8.8    11.7    12.6    12.2    14.1
Diaphragm : M       1.7     1.3     0.8     0.4     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      43.4    37.5    27.7    14.1     9.0    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.6     4.5     5.2
DL-Comp   : M      23.9    20.7    15.3     7.8     5.0     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.5     2.9
LL + I    : M+    523.4   457.7   349.1   184.9   120.3   149.3     0.0
            V       6.2    15.3    58.8    70.8    75.2    73.3    82.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.6    48.8    59.0    70.8    75.2    73.3    82.4
            M     489.3   434.0   338.0   184.9   121.3   150.0     0.0
Total     : M+    823.2   716.7   540.5   281.9   182.7   227.1     0.0
            V      13.7    30.2    81.1   100.5   107.2   104.3   118.1
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    48.1    63.7    81.3   100.5   107.2   104.3   118.1
            M     789.0   693.0   529.4   281.9   183.7   227.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.5             11.5
Deck+Haunch            14.1             14.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.0              2.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.9             25.9
DL-Comp.(DW)           14.3             14.3
Live                   64.0             64.0
        Truck          52.8             52.8
        Lane           11.2             11.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    25.1    20.1    31.3    61.7    83.4    96.4   100.8
(Max)       V      11.5    10.0    10.3     9.6     7.2     4.8     2.4     0.0
DL-Prec.  : M       0.0     4.3     3.4     5.3    10.5    14.1    16.3    17.1
DC(Max)     V       2.0     1.7     1.7     1.6     1.2     0.8     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    30.7    24.6    38.2    75.4   102.0   117.9   123.2
Haunch (Max)V      14.1    12.2    12.6    11.7     8.8     5.8     2.9     0.0
Diaphragm : M       0.0     0.3     0.2     0.4     0.8     1.3     1.7     2.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.3     9.0    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.6     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     6.2     5.0     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   119.4    96.2   147.9   279.3   366.1   418.8   431.4
            V      65.9    58.6    60.2    56.7    47.0    12.2     5.0    23.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    65.9    58.6    60.2    56.7    47.2    39.1    32.5    26.1
            M      -0.0   120.0    97.0   147.9   270.4   347.2   391.4   397.0
Total     : M+      0.0   197.2   158.6   244.9   470.7   625.1   718.5   745.0
            V     101.7    89.6    92.1    86.3    69.3    27.1    12.5    24.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   101.7    89.6    92.1    86.3    69.5    54.0    40.0    26.2
            M      -0.0   197.8   159.4   244.9   461.8   606.2   691.2   710.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   33.16   32.67   35.00
Self wt.  : M      96.4    83.4    61.7    31.3    20.1    25.1     0.0
(Max)       V       2.4     4.8     7.2     9.6    10.3    10.0    11.5
DL-Prec.  : M      16.3    14.1    10.5     5.3     3.4     4.3     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.7     1.7     2.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     117.9   102.0    75.4    38.2    24.6    30.7     0.0
Haunch (Max)V       2.9     5.8     8.8    11.7    12.6    12.2    14.1
Diaphragm : M       1.7     1.3     0.8     0.4     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      43.4    37.5    27.7    14.1     9.0    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.6     4.5     5.2
DL-Comp   : M      23.9    20.7    15.3     7.8     5.0     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.5     2.9
LL + I    : M+    418.8   366.1   279.3   147.9    96.2   119.4     0.0
            V       5.0    12.2    47.0    56.7    60.2    58.6    65.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    32.5    39.1    47.2    56.7    60.2    58.6    65.9
            M     391.4   347.2   270.4   147.9    97.0   120.0     0.0
Total     : M+    718.5   625.1   470.7   245.0   158.6   197.2     0.0
            V      12.5    27.1    69.3    86.3    92.1    89.6   101.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    40.0    54.0    69.5    86.3    92.1    89.6   101.7
            M     691.2   606.2   461.8   245.0   159.4   197.8     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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    31.3    25.1    39.1    77.1   104.2   120.5   125.9
(Max)       V      14.4    12.5    12.9    12.0     9.0     6.0     3.0     0.0
Self wt.  : M       0.0    22.6    18.1    28.1    55.5    75.0    86.8    90.7
(Min)       V      10.4     9.0     9.3     8.6     6.5     4.3     2.2     0.0
DL-Prec.  : M       0.0     5.3     4.3     6.6    13.1    17.7    20.4    21.4
DC(Max)     V       2.4     2.1     2.2     2.0     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     3.8     3.1     4.8     9.4    12.7    14.7    15.4
DC(Min)     V       1.8     1.5     1.6     1.5     1.1     0.7     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    38.3    30.7    47.8    94.3   127.5   147.4   154.0
Haunch (Max)V      17.6    15.3    15.8    14.6    11.0     7.3     3.7     0.0
Deck +    : M       0.0    27.6    22.1    34.4    67.9    91.8   106.1   110.9
Haunch (Min)V      12.7    11.0    11.3    10.5     7.9     5.3     2.6     0.0
Diaphragm : M       0.0     0.4     0.3     0.5     1.0     1.6     2.2     2.7
(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     0.3     0.7     1.2     1.6     2.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.1    11.3    17.6    34.7    46.9    54.2    56.7
DC(Max)     V       6.5     5.6     5.8     5.4     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0    10.2     8.1    12.7    25.0    33.8    39.0    40.8
DC(Min)     V       4.7     4.0     4.2     3.9     2.9     1.9     1.0     0.0
DL-Comp   : M       0.0     9.3     7.5    11.6    23.0    31.0    35.9    37.5
DW(Max)     V       4.3     3.7     3.8     3.6     2.7     1.8     0.9     0.0
DL-Comp   : M       0.0     4.0     3.2     5.0     9.9    13.5    15.6    16.3
DW(Min)     V       1.9     1.6     1.7     1.5     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   261.3   210.5   323.6   610.9   800.9   916.0   943.8
            V     144.3   128.3   131.6   123.9   102.8    26.8    10.9    52.2
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   144.3   128.3   131.6   123.9   103.2    85.5    71.1    57.1
            M      -0.0   262.5   212.2   323.6   591.4   759.5   856.2   868.4
Total     : M+      0.0   360.1   289.8   446.8   854.0  1129.8  1296.7  1342.0
            V     189.6   167.6   172.2   161.6   131.2    45.7    20.4    52.3
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   189.6   167.6   172.2   161.6   131.5   104.4    80.6    57.3
            M      -0.0   361.3   291.5   446.8   834.5  1088.4  1236.9  1266.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   33.16   32.67   35.00
Self wt.  : M     120.5   104.2    77.1    39.1    25.1    31.3     0.0
(Max)       V       3.0     6.0     9.0    12.0    12.9    12.5    14.4
Self wt.  : M      86.8    75.0    55.5    28.1    18.1    22.6     0.0
(Min)       V       2.2     4.3     6.5     8.6     9.3     9.0    10.4
DL-Prec.  : M      20.4    17.7    13.1     6.6     4.3     5.3     0.0
DC(Max)     V       0.5     1.0     1.5     2.0     2.2     2.1     2.4
DL-Prec.  : M      14.7    12.7     9.4     4.8     3.1     3.8     0.0
DC(Min)     V       0.4     0.7     1.1     1.5     1.6     1.5     1.8
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     147.4   127.5    94.3    47.8    30.7    38.3     0.0
Haunch (Max)V       3.7     7.3    11.0    14.6    15.8    15.3    17.6
Deck +    : M     106.1    91.8    67.9    34.4    22.1    27.6     0.0
Haunch (Min)V       2.6     5.3     7.9    10.5    11.3    11.0    12.7
Diaphragm : M       2.2     1.6     1.0     0.5     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       1.6     1.2     0.7     0.3     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      54.2    46.9    34.7    17.6    11.3    14.1     0.0
DC(Max)     V       1.3     2.7     4.0     5.4     5.8     5.6     6.5
DL-Comp   : M      39.0    33.8    25.0    12.7     8.1    10.2     0.0
DC(Min)     V       1.0     1.9     2.9     3.9     4.2     4.0     4.7
DL-Comp   : M      35.9    31.0    23.0    11.6     7.5     9.3     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     3.8     3.7     4.3
DL-Comp   : M      15.6    13.5     9.9     5.0     3.2     4.0     0.0
DW(Min)     V       0.4     0.8     1.2     1.5     1.7     1.6     1.9
LL + I    : M+    916.0   800.9   610.9   323.6   210.5   261.3     0.0
            V      10.9    26.8   102.8   123.9   131.6   128.3   144.3
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    71.1    85.5   103.2   123.9   131.6   128.3   144.3
            M     856.2   759.5   591.4   323.6   212.2   262.5     0.0
Total     : M+   1296.7  1129.8   854.0   446.8   289.8   360.1     0.0
            V      20.4    45.7   131.2   161.6   172.2   167.6   189.6
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    80.6   104.4   131.5   161.6   172.2   167.6   189.6
            M    1236.9  1088.4   834.5   446.8   291.5   361.3     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               14.4             14.4
Deck+Haunch            17.6             17.6
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.4              2.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           32.4             32.4
DL-Comp.(DW)           21.4             21.4
Live                  112.0            112.0
        Truck          92.4             92.4
        Lane           19.6             19.6
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, 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    2.97    6.60   10.23   13.87   17.50
Self wt.  : M       0.0    25.1    20.1    31.3    61.7    83.4    96.4   100.8
(Max)       V      11.5    10.0    10.3     9.6     7.2     4.8     2.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     4.3     3.4     5.3    10.5    14.1    16.3    17.1
DC(Max)     V       2.0     1.7     1.7     1.6     1.2     0.8     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    30.7    24.6    38.2    75.4   102.0   117.9   123.2
Haunch (Max)V      14.1    12.2    12.6    11.7     8.8     5.8     2.9     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     0.4     0.8     1.3     1.7     2.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.3     9.0    14.1    27.7    37.5    43.4    45.3
DC(Max)     V       5.2     4.5     4.6     4.3     3.2     2.2     1.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     6.2     5.0     7.8    15.3    20.7    23.9    25.0
DW(Max)     V       2.9     2.5     2.6     2.4     1.8     1.2     0.6     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   125.8   101.0   156.7   306.0   408.6   464.4   473.4
            V      75.0    68.6    69.9    66.8    58.7    50.5    42.4    34.2
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    75.0    68.6    69.9    66.8    58.7    50.5    42.4    34.2
            M       0.0   125.8   101.0   156.7   306.0   408.6   464.4   473.4
Total     : M+      0.0   203.6   163.4   253.7   497.5   667.6   764.1   787.0
            V     110.7    99.5   101.9    96.5    81.0    65.4    49.9    34.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   110.7    99.5   101.9    96.5    81.0    65.4    49.9    34.4
            M       0.0   203.6   163.4   253.7   497.5   667.6   764.1   787.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.13   24.77   28.40   32.03   33.16   32.67   35.00
Self wt.  : M      96.4    83.4    61.7    31.3    20.1    25.1     0.0
(Max)       V       2.4     4.8     7.2     9.6    10.3    10.0    11.5
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      16.3    14.1    10.5     5.3     3.4     4.3     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.7     1.7     2.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     117.9   102.0    75.4    38.2    24.6    30.7     0.0
Haunch (Max)V       2.9     5.8     8.8    11.7    12.6    12.2    14.1
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       1.7     1.3     0.8     0.4     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      43.4    37.5    27.7    14.1     9.0    11.3     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     4.6     4.5     5.2
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      23.9    20.7    15.3     7.8     5.0     6.2     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.5     2.9
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+    464.4   408.6   306.0   156.7   101.0   125.8     0.0
            V      42.4    50.5    58.7    66.8    69.9    68.6    75.0
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    42.4    50.5    58.7    66.8    69.9    68.6    75.0
            M     464.4   408.6   306.0   156.7   101.0   125.8     0.0
Total     : M+    764.1   667.6   497.5   253.7   163.4   203.6     0.0
            V      49.9    65.4    81.0    96.5   101.9    99.5   110.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    49.9    65.4    81.0    96.5   101.9    99.5   110.7
            M     764.1   667.6   497.5   253.7   163.4   203.6     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.63    7.27   10.90   14.53   18.17
 
Beam-Self
Precast-top    0.074   0.088   0.156   0.205   0.234   0.244 
Bottom        -0.065  -0.078  -0.138  -0.181  -0.207  -0.216 
 
Prestress
Precast-top   -0.397  -0.397  -0.397  -0.397  -0.397  -0.397 
Bottom         1.597   1.597   1.597   1.597   1.597   1.597 
 
Total
Precast-top   -0.323  -0.309  -0.241  -0.192  -0.163  -0.153 
Bottom         1.531   1.519   1.459   1.415   1.390   1.381 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.91 %)
             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    2.97    6.60   10.23   13.87   17.50
 
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   0.010   0.008   0.013   0.025   0.033   0.039   0.040 
Precast-top   -0.082  -0.217  -0.189  -0.183  -0.013   0.109   0.183   0.208 
Bottom         0.330   1.297   1.098   1.263   1.092   0.969   0.896   0.871 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.63    7.27   10.90   14.53   18.17
 
Beam-Self
Precast-top    0.074   0.088   0.156   0.205   0.234   0.244 
Bottom        -0.065  -0.078  -0.138  -0.181  -0.207  -0.216 
 
Prestress
Precast-top   -0.397  -0.397  -0.397  -0.397  -0.397  -0.397 
Bottom         1.597   1.597   1.597   1.597   1.597   1.597 
 
Total
Precast-top   -0.323  -0.309  -0.241  -0.192  -0.163  -0.153 
Bottom         1.531   1.519   1.459   1.415   1.390   1.381 
 
As_top  , in2  1.070   1.003   0.683   0.468   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.91 %)
             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    2.97    6.60   10.23   13.87   17.50
 
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    2.97    6.60   10.23   13.87   17.50
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   0.077   0.062   0.096   0.188   0.252   0.286   0.292 
Precast-top   -0.041  -0.074  -0.066  -0.048   0.079   0.169   0.221   0.236 
Bottom         0.165   0.497   0.426   0.443   0.177  -0.008  -0.112  -0.135 
 

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
    189.6    6.5   40.7    0.320   0.0   6.00e-3 50.0    194.4     1.144    1.760      0.04
      0.0    0.3   40.5     42.0 0.160      16.2 0.87    12.00     0.092    1.497 
Transfer:   3.00
    167.6    6.5   40.7    1.440   0.0   1.54e-3 34.4    145.2     0.496    1.760      0.00
    361.3    1.2   40.1    189.0 0.143      41.0 2.23    12.00     0.092    1.748 
Critical:   4.00
    158.0    6.5   40.7    1.523   0.0   0.65e-3 31.3    116.3     0.353    1.760      0.00
    499.4    1.2   40.0    189.0 0.135      59.3 3.23    12.00     0.092    1.852 
0.1L    :   3.63
    161.6    6.5   40.7    1.492   0.0   0.97e-3 32.4    128.5     0.407    1.760      0.00
    446.8    1.2   40.0    189.0 0.138      51.1 2.78    12.00     0.092    1.812 
0.2L    :   7.27
    131.5    6.5   40.7    1.791   0.0   0.86e-3 32.0     92.6     0.290    0.620      0.00
    834.5    1.4   39.9    189.0 0.113      53.5 2.92    24.00     0.092    1.722 
0.3L    :  10.90
    104.4    6.5   40.7    2.089   0.0   0.63e-3 31.2     56.4     0.172    0.413      0.00
   1088.4    1.7   39.8    189.0 0.090      59.6 3.26    24.00     0.092    1.685 
0.4L    :  14.53
     80.6    6.5   40.7    2.170   0.0   0.71e-3 31.5     32.2     0.099    0.413      0.00
   1236.9    1.7   39.8    189.0 0.069      57.4 3.14    24.00     0.092    2.139 
0.5L    :  18.17
     57.3    6.5   40.7    2.170   0.0   0.47e-3 30.7      0.0     0.092    0.413      0.00
   1266.6    1.7   39.8    189.0 0.049      64.7 3.54    24.00     0.092    3.196 
0.6L    :  21.80
     80.6    6.5   40.7    2.170   0.0   0.71e-3 31.5     32.2     0.099    0.413      0.00
   1236.9    1.7   39.8    189.0 0.069      57.4 3.14    24.00     0.092    2.139 
0.7L    :  25.43
    104.4    6.5   40.7    2.089   0.0   0.63e-3 31.2     56.4     0.172    0.413      0.00
   1088.4    1.7   39.8    189.0 0.090      59.6 3.26    24.00     0.092    1.685 
0.8L    :  29.07
    131.5    6.5   40.7    1.791   0.0   0.86e-3 32.0     92.6     0.290    0.620      0.00
    834.5    1.4   39.9    189.0 0.113      53.5 2.92    24.00     0.092    1.722 
0.9L    :  32.70
    161.6    6.5   40.7    1.492   0.0   0.97e-3 32.4    128.5     0.407    1.760      0.00
    446.8    1.2   40.0    189.0 0.138      51.1 2.78    12.00     0.092    1.812 
Critical:  32.33
    158.0    6.5   40.7    1.523   0.0   0.65e-3 31.3    116.3     0.353    1.760      0.00
    499.4    1.2   40.0    189.0 0.135      59.3 3.23    12.00     0.092    1.852 
Transfer:  33.33
    167.6    6.5   40.7    1.440   0.0   1.54e-3 34.4    145.2     0.496    1.760      0.00
    361.3    1.2   40.1    189.0 0.143      41.0 2.23    12.00     0.092    1.748 
Bearing :  35.67
    189.6    6.5   40.7    0.320   0.0   6.00e-3 50.0    194.4     1.144    1.760      0.04
      0.0    0.3   40.5     42.0 0.160      16.2 0.87    12.00     0.092    1.497 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    0.85
 
 
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
    189.6      5.20     40.65    0.26       40.52    24.00      0.300      0.983      0.000      1.760 
Transfer:      2.33
    167.6      4.65     40.65    1.16       40.07    24.00      0.300      0.799      0.000      1.760 
Critical:      3.34
    158.1      4.39     40.65    1.23       40.04    24.00      0.300      0.713      0.000      1.760 
0.1L    :      2.97
    161.6      4.48     40.65    1.20       40.05    24.00      0.300      0.745      0.000      1.760 
0.2L    :      6.60
    131.5      3.66     40.65    1.44       39.93    24.00      0.300      0.470      0.000      0.620 
0.3L    :     10.23
    104.4      2.91     40.65    1.68       39.81    24.00      0.300      0.221      0.000      0.413 
0.4L    :     13.87
     80.6      2.25     40.65    1.74       39.78    24.00      0.300      0.001      0.000      0.413 
0.5L    :     17.50
     57.3      1.60     40.65    1.74       39.78    24.00      0.300      0.000      0.000      0.413 
0.6L    :     21.13
     80.6      2.25     40.65    1.74       39.78    24.00      0.300      0.001      0.000      0.413 
0.7L    :     24.77
    104.4      2.91     40.65    1.68       39.81    24.00      0.300      0.221      0.000      0.413 
0.8L    :     28.40
    131.5      3.66     40.65    1.44       39.93    24.00      0.300      0.470      0.000      0.620 
0.9L    :     32.03
    161.6      4.48     40.65    1.20       40.05    24.00      0.300      0.745      0.000      1.760 
Critical:     31.66
    158.1      4.39     40.65    1.23       40.04    24.00      0.300      0.713      0.000      1.760 
Transfer:     32.67
    167.6      4.65     40.65    1.16       40.07    24.00      0.300      0.799      0.000      1.760 
Bearing :     35.00
    189.6      5.20     40.65    0.26       40.52    24.00      0.300      0.983      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 = 2.97 ft
Prestress      :       0.104  1.80      0.187  2.20      0.229
Self Wt.       :      -0.018  1.85     -0.033  2.40     -0.043
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.086            0.154            0.186
 
At 0.2 x L = 6.60 ft
Prestress      :       0.187  1.80      0.337  2.20      0.412
Self Wt.       :      -0.034  1.85     -0.063  2.40     -0.081
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.153            0.274            0.331
 
At 0.3 x L = 10.23 ft
Prestress      :       0.247  1.80      0.444  2.20      0.542
Self Wt.       :      -0.046  1.85     -0.086  2.40     -0.111
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.200            0.358            0.431
 
At 0.4 x L = 13.87 ft
Prestress      :       0.282  1.80      0.508  2.20      0.621
Self Wt.       :      -0.054  1.85     -0.100  2.40     -0.130
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.228            0.407            0.490
 
At 0.5 x L = 17.50 ft
Prestress      :       0.294  1.80      0.529  2.20      0.647
Self Wt.       :      -0.057  1.85     -0.105  2.40     -0.137
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.237            0.424            0.510
 
At 0.6 x L = 21.13 ft
Prestress      :       0.282  1.80      0.508  2.20      0.621
Self Wt.       :      -0.054  1.85     -0.100  2.40     -0.130
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.228            0.407            0.490
 
At 0.7 x L = 24.77 ft
Prestress      :       0.247  1.80      0.444  2.20      0.542
Self Wt.       :      -0.046  1.85     -0.086  2.40     -0.111
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.200            0.358            0.431
 
At 0.8 x L = 28.40 ft
Prestress      :       0.187  1.80      0.337  2.20      0.412
Self Wt.       :      -0.034  1.85     -0.063  2.40     -0.081
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.153            0.274            0.331
 
At 0.9 x L = 32.03 ft
Prestress      :       0.104  1.80      0.187  2.20      0.229
Self Wt.       :      -0.018  1.85     -0.033  2.40     -0.043
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.086            0.154            0.186
 

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
   360.1    40.7  1.440  267.5    1.4   1.16   1285.7  0.090T 1.00       -       -     -     -  
H/2     :   1.84
   289.8    40.6  1.205  267.9    1.1   0.97   1080.0  0.108T 1.00       -       -     -     -  
0.1L    :   2.97
   446.8    40.7  1.492  267.4    1.4   1.20   1331.0  0.087T 1.00       -       -     -     -  
0.2L    :   6.60
   854.0    40.7  1.791  266.8    1.7   1.44   1589.9  0.072T 1.00       -       -     -     -  
0.3L    :  10.23
  1129.8    40.7  2.089  266.3    2.0   1.68   1846.1  0.061T 1.00       -       -     -     -  
0.4L    :  13.87
  1296.7    40.7  2.170  266.2    2.0   1.74   1914.8  0.059T 1.00    562.1   562.1    3.41    -  
0.5L    :  17.50
  1342.0    40.7  2.170  266.2    2.0   1.74   1914.8  0.059T 1.00    555.1   555.1    3.45    -  
0.6L    :  21.13
  1296.7    40.7  2.170  266.2    2.0   1.74   1914.8  0.059T 1.00    562.1   562.1    3.41    -  
0.7L    :  24.77
  1129.8    40.7  2.089  266.3    2.0   1.68   1846.1  0.061T 1.00       -       -     -     -  
0.8L    :  28.40
   854.0    40.7  1.791  266.8    1.7   1.44   1589.9  0.072T 1.00       -       -     -     -  
0.9L    :  32.03
   446.8    40.7  1.492  267.4    1.4   1.20   1331.0  0.087T 1.00       -       -     -     -  
H/2     :  33.16
   289.8    40.6  1.205  267.9    1.1   0.97   1080.0  0.108T 1.00       -       -     -     -  
Transfer:  32.67
   360.1    40.7  1.440  267.5    1.4   1.16   1285.7  0.090T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.031
        M   2.00 Fb     0.276
 
  2   2 E   6.00 Ft    -0.072
        M   6.00 Fb     0.562
 
  3   2 E   6.00 Ft    -0.113
        M   6.00 Fb     0.847
 
  4   2 E   2.00 Ft    -0.218
        M   2.00 Fb     1.189
 
  5   2 E   2.00 Ft    -0.323
        M   2.00 Fb     1.531
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 36.33            Release Length, ft: 36.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.89 %               Final losses: 11.41 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.531     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.323       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  1914.78     1342.02     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   0.040     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.208     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.297    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.236     Midspan
    Pre.Bot:                                                             2.000   0.497    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.294  1.80      0.529  2.20      0.647
Self Wt.       :      -0.057  1.85     -0.105  2.40     -0.137
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.237            0.424            0.510
 
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

