 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/10/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTB30 Standard Beam Run (LEAP Concrete Version 22:00:02:19):
                     (1) The bridge span is 30 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_4dd8.tmp\BTB30\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 =     31.333
Bearing-to-bearing, ft =     30.000
Release span      , ft =     31.333
 
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   30.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   30.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   30.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   30.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   30.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   30.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   30.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   30.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   30.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   30.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   30.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   15.000
   1    2        0.500   15.000
   1    3        0.500   15.000
   1    4        0.500   15.000
   1    5        0.250   15.000
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   30.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   30.00   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    0.116     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:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 4.00 in):
 
  4 @  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    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  7.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  7.1667  9.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  9.6670 21.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 21.6663 24.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 24.1667 25.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 25.1667 26.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 26.6667 27.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 27.2083 31.2083 Yes       
 
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 31.3333       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:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 4.00 in):
 
  4 @  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    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  7.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  7.1667  9.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  9.6670 21.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 21.6663 24.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 24.1667 25.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 25.1667 26.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 26.6667 27.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 27.2083 31.2083 Yes       
 
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 31.3333       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:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 4.00 in):
 
  4 @  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    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  7.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  7.1667  9.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  9.6670 21.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 21.6663 24.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 24.1667 25.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 25.1667 26.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 26.6667 27.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 27.2083 31.2083 Yes       
 
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 31.3333       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:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 4.00 in):
 
  4 @  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    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  7.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  7.1667  9.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  9.6670 21.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 21.6663 24.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 24.1667 25.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 25.1667 26.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 26.6667 27.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 27.2083 31.2083 Yes       
 
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 31.3333       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:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 4.00 in):
 
  4 @  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    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  7.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  7.1667  9.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  9.6670 21.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 21.6663 24.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 24.1667 25.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 25.1667 26.6667 Yes       
       2 US#6[M19]  60.0  0.88    6.50 26.6667 27.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 27.2083 31.2083 Yes       
 
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 31.3333       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   30.00
     DC  Line       0.052      0.00       0.052   30.00
     DC  Line       0.076      0.00       0.076   30.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    15.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 31.333 ft
Release length = 31.333 ft
Design  length = 30.000 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)  : 0.917   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.910   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.003   (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     2.47     5.60     8.73    11.87    15.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    633.8    641.1    639.6    641.1    641.1    641.1    641.1    641.1
  Yb      ,  in    17.10    16.95    16.98    16.95    16.95    16.95    16.95    16.95
  MI(Ixx) , in4   100340   101582   101324   101582   101582   101582   101582   101582
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1351.5   1358.5   1357.0   1358.5   1358.5   1358.5   1358.5   1358.5
  Yb      ,  in    29.41    29.28    29.31    29.28    29.28    29.28    29.28    29.28
  MI(Ixx) , in4   285034   289550   288606   289550   289550   289550   289550   289550

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:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 4.00 in):
     4 @  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     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.872 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.840 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.045 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)       
-------------------------------------------------------------------------------------
       250.666         740 185.493      5.091 20618.008   306.735     198.338        
 
 
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       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      7.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00       7.1667      9.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00       9.6670     21.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      21.6663     24.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      24.1667     25.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      25.1667     26.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      26.6667     27.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      27.2083     31.2083    Yes
 
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 31.3333       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg =  4.00 in
         P_init    =      340.3 kips  Ecc = 13.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.07 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.945 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.05 ksi    0.00 ksi
    due to Composite Loads                                 -0.34 ksi    0.00 ksi
    due to Live Loads                                      -2.41 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                         4.90 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.07 ksi  ( 3.10 %)            14.41 ksi ( 7.35 %)
Total Prestress Losses                                    20.49 ksi (10.45 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 175.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    2.47    5.60    8.73   11.87   15.00
Self wt.  : M       0.0    21.2    17.1    22.3    45.0    61.1    70.8    74.0
(Max)       V       9.9     8.3     8.7     8.2     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     5.3     4.2     5.6    11.2    15.2    17.6    18.4
DC(Max)     V       2.5     2.1     2.2     2.1     1.5     1.0     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
Deck +    : M       0.0    26.0    20.9    27.3    55.0    74.7    86.6    90.5
Haunch (Max)V      12.1    10.2    10.6    10.1     7.6     5.0     2.5     0.0
Diaphragm : M       0.0     0.3     0.2     0.3     0.7     1.1     1.5     1.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0     9.6     7.7    10.1    20.2    27.5    31.8    33.3
DC(Max)     V       4.4     3.7     3.9     3.7     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     5.3     4.2     5.5    11.2    15.2    17.6    18.4
DW(Max)     V       2.4     2.1     2.1     2.0     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   141.1   113.9   148.3   290.6   391.9   449.3   462.6
            V      75.8    65.5    67.7    65.0    54.9    46.3    37.6    28.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    75.8    65.5    67.7    65.0    55.1    47.0    39.0    31.3
            M      -0.0   141.3   114.5   148.3   282.1   375.1   423.7   429.6
Total     : M+      0.0   208.8   168.3   219.5   433.8   586.7   675.1   699.1
            V     107.2    92.1    95.3    91.2    74.7    59.5    44.2    29.0
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   107.2    92.1    95.3    91.2    74.8    60.1    45.7    31.4
            M      -0.0   208.9   168.8   219.5   425.3   569.9   649.6   666.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.13   21.27   24.40   27.53   28.16   27.67   30.00
Self wt.  : M      70.8    61.1    45.0    22.3    17.1    21.2     0.0
(Max)       V       2.1     4.1     6.2     8.2     8.7     8.3     9.9
DL-Prec.  : M      17.6    15.2    11.2     5.6     4.2     5.3     0.0
DC(Max)     V       0.5     1.0     1.5     2.1     2.2     2.1     2.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      86.6    74.7    55.0    27.3    20.9    26.0     0.0
Haunch (Max)V       2.5     5.0     7.6    10.1    10.6    10.2    12.1
Diaphragm : M       1.5     1.1     0.7     0.3     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      31.8    27.5    20.2    10.1     7.7     9.6     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     3.9     3.7     4.4
DL-Comp   : M      17.6    15.2    11.2     5.5     4.2     5.3     0.0
DW(Max)     V       0.5     1.0     1.5     2.0     2.1     2.1     2.4
LL + I    : M+    449.3   391.9   290.6   148.3   113.9   141.1     0.0
            V      37.6    46.3    54.9    65.0    67.7    65.5    75.8
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    39.0    47.0    55.1    65.0    67.7    65.5    75.8
            M     423.7   375.1   282.1   148.3   114.5   141.3    -0.0
Total     : M+    675.1   586.7   433.8   219.5   168.3   208.8     0.0
            V      44.2    59.5    74.7    91.2    95.3    92.1   107.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    45.7    60.1    74.8    91.2    95.3    92.1   107.2
            M     649.6   569.9   425.3   219.5   168.8   208.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                9.9              9.9
Deck+Haunch            12.1             12.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.5              2.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           22.2             22.2
DL-Comp.(DW)           12.2             12.2
Live                   59.2             59.2
        Truck          49.6             49.6
        Lane            9.6              9.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    2.47    5.60    8.73   11.87   15.00
Self wt.  : M       0.0    21.2    17.1    22.3    45.0    61.1    70.8    74.0
(Max)       V       9.9     8.3     8.7     8.2     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     5.3     4.2     5.6    11.2    15.2    17.6    18.4
DC(Max)     V       2.5     2.1     2.2     2.1     1.5     1.0     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
Deck +    : M       0.0    26.0    20.9    27.3    55.0    74.7    86.6    90.5
Haunch (Max)V      12.1    10.2    10.6    10.1     7.6     5.0     2.5     0.0
Diaphragm : M       0.0     0.3     0.2     0.3     0.7     1.1     1.5     1.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0     9.6     7.7    10.1    20.2    27.5    31.8    33.3
DC(Max)     V       4.4     3.7     3.9     3.7     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     5.3     4.2     5.5    11.2    15.2    17.6    18.4
DW(Max)     V       2.4     2.1     2.1     2.0     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   112.9    91.1   118.7   232.5   313.6   359.4   370.1
            V      60.6    52.4    54.1    52.0    44.0    37.0    30.1    23.1
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    60.6    52.4    54.1    52.0    44.1    37.6    31.2    25.0
            M      -0.0   113.0    91.6   118.7   225.7   300.1   339.0   343.6
Total     : M+      0.0   180.5   145.5   189.8   375.7   508.3   585.3   606.6
            V      92.0    79.0    81.7    78.2    63.7    50.2    36.7    23.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    92.0    79.0    81.7    78.2    63.8    50.8    37.9    25.2
            M      -0.0   180.7   145.9   189.8   368.9   494.9   564.9   580.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.13   21.27   24.40   27.53   28.16   27.67   30.00
Self wt.  : M      70.8    61.1    45.0    22.3    17.1    21.2     0.0
(Max)       V       2.1     4.1     6.2     8.2     8.7     8.3     9.9
DL-Prec.  : M      17.6    15.2    11.2     5.6     4.2     5.3     0.0
DC(Max)     V       0.5     1.0     1.5     2.1     2.2     2.1     2.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      86.6    74.7    55.0    27.3    20.9    26.0     0.0
Haunch (Max)V       2.5     5.0     7.6    10.1    10.6    10.2    12.1
Diaphragm : M       1.5     1.1     0.7     0.3     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      31.8    27.5    20.2    10.1     7.7     9.6     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     3.9     3.7     4.4
DL-Comp   : M      17.6    15.2    11.2     5.5     4.2     5.3     0.0
DW(Max)     V       0.5     1.0     1.5     2.0     2.1     2.1     2.4
LL + I    : M+    359.4   313.6   232.5   118.7    91.1   112.9     0.0
            V      30.1    37.0    44.0    52.0    54.1    52.4    60.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    31.2    37.6    44.1    52.0    54.1    52.4    60.6
            M     339.0   300.1   225.7   118.7    91.6   113.0    -0.0
Total     : M+    585.3   508.3   375.7   189.8   145.5   180.5     0.0
            V      36.7    50.2    63.7    78.2    81.7    79.0    92.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    37.9    50.8    63.8    78.2    81.7    79.0    92.0
            M     564.9   494.9   368.9   189.8   145.9   180.7    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    2.47    5.60    8.73   11.87   15.00
Self wt.  : M       0.0    26.5    21.3    27.9    56.2    76.4    88.5    92.5
(Max)       V      12.3    10.4    10.8    10.3     7.7     5.2     2.6     0.0
Self wt.  : M       0.0    19.1    15.4    20.1    40.5    55.0    63.7    66.6
(Min)       V       8.9     7.5     7.8     7.4     5.6     3.7     1.9     0.0
DL-Prec.  : M       0.0     6.6     5.3     6.9    14.0    19.0    22.0    23.0
DC(Max)     V       3.1     2.6     2.7     2.6     1.9     1.3     0.6     0.0
DL-Prec.  : M       0.0     4.8     3.8     5.0    10.1    13.7    15.8    16.6
DC(Min)     V       2.2     1.9     1.9     1.8     1.4     0.9     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    32.5    26.1    34.2    68.7    93.4   108.2   113.2
Haunch (Max)V      15.1    12.7    13.2    12.6     9.5     6.3     3.2     0.0
Deck +    : M       0.0    23.4    18.8    24.6    49.5    67.3    77.9    81.5
Haunch (Min)V      10.9     9.2     9.5     9.1     6.8     4.5     2.3     0.0
Diaphragm : M       0.0     0.4     0.3     0.4     0.9     1.4     1.9     2.3
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.3     0.6     1.0     1.3     1.7
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.9     9.6    12.6    25.3    34.4    39.8    41.6
DC(Max)     V       5.6     4.7     4.9     4.6     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     8.6     6.9     9.0    18.2    24.7    28.7    30.0
DC(Min)     V       4.0     3.4     3.5     3.3     2.5     1.7     0.8     0.0
DL-Comp   : M       0.0     7.9     6.4     8.3    16.7    22.7    26.4    27.6
DW(Max)     V       3.7     3.1     3.2     3.1     2.3     1.5     0.8     0.0
DL-Comp   : M       0.0     3.4     2.8     3.6     7.3     9.9    11.4    11.9
DW(Min)     V       1.6     1.3     1.4     1.3     1.0     0.7     0.3     0.0
LL + I    : M+      0.0   247.0   199.3   259.6   508.6   685.9   786.2   809.5
            V     132.6   114.7   118.5   113.7    96.1    81.0    65.8    50.6
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   132.6   114.7   118.5   113.7    96.4    82.2    68.3    54.8
            M      -0.0   247.3   200.3   259.6   493.7   656.4   741.5   751.7
Total     : M+      0.0   332.8   268.4   349.9   690.4   933.2  1073.0  1109.8
            V     172.5   148.4   153.4   147.0   121.2    97.7    74.2    50.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   172.5   148.4   153.4   147.0   121.4    98.9    76.8    54.9
            M      -0.0   333.1   269.3   349.9   675.4   903.7  1028.3  1052.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.13   21.27   24.40   27.53   28.16   27.67   30.00
Self wt.  : M      88.5    76.4    56.2    27.9    21.3    26.5     0.0
(Max)       V       2.6     5.2     7.7    10.3    10.8    10.4    12.3
Self wt.  : M      63.7    55.0    40.5    20.1    15.4    19.1     0.0
(Min)       V       1.9     3.7     5.6     7.4     7.8     7.5     8.9
DL-Prec.  : M      22.0    19.0    14.0     6.9     5.3     6.6     0.0
DC(Max)     V       0.6     1.3     1.9     2.6     2.7     2.6     3.1
DL-Prec.  : M      15.8    13.7    10.1     5.0     3.8     4.8     0.0
DC(Min)     V       0.5     0.9     1.4     1.8     1.9     1.9     2.2
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     108.2    93.4    68.7    34.2    26.1    32.5     0.0
Haunch (Max)V       3.2     6.3     9.5    12.6    13.2    12.7    15.1
Deck +    : M      77.9    67.3    49.5    24.6    18.8    23.4     0.0
Haunch (Min)V       2.3     4.5     6.8     9.1     9.5     9.2    10.9
Diaphragm : M       1.9     1.4     0.9     0.4     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       1.3     1.0     0.6     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      39.8    34.4    25.3    12.6     9.6    11.9     0.0
DC(Max)     V       1.2     2.3     3.5     4.6     4.9     4.7     5.6
DL-Comp   : M      28.7    24.7    18.2     9.0     6.9     8.6     0.0
DC(Min)     V       0.8     1.7     2.5     3.3     3.5     3.4     4.0
DL-Comp   : M      26.4    22.7    16.7     8.3     6.4     7.9     0.0
DW(Max)     V       0.8     1.5     2.3     3.1     3.2     3.1     3.7
DL-Comp   : M      11.4     9.9     7.3     3.6     2.8     3.4     0.0
DW(Min)     V       0.3     0.7     1.0     1.3     1.4     1.3     1.6
LL + I    : M+    786.2   685.9   508.6   259.6   199.3   247.0     0.0
            V      65.8    81.0    96.1   113.7   118.5   114.7   132.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    68.3    82.2    96.4   113.7   118.5   114.7   132.6
            M     741.5   656.4   493.7   259.6   200.3   247.3    -0.0
Total     : M+   1073.0   933.2   690.4   349.9   268.4   332.8     0.0
            V      74.2    97.7   121.2   147.0   153.4   148.4   172.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    76.8    98.9   121.4   147.0   153.4   148.4   172.5
            M    1028.3   903.7   675.4   349.9   269.3   333.1    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               12.3             12.3
Deck+Haunch            15.1             15.1
Diaphragm               0.2              0.2
DL-Prec.(DC)            3.1              3.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           27.8             27.8
DL-Comp.(DW)           18.4             18.4
Live                  103.6            103.6
        Truck          86.8             86.8
        Lane           16.8             16.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    2.47    5.60    8.73   11.87   15.00
Self wt.  : M       0.0    21.2    17.1    22.3    45.0    61.1    70.8    74.0
(Max)       V       9.9     8.3     8.7     8.2     6.2     4.1     2.1     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     5.3     4.2     5.6    11.2    15.2    17.6    18.4
DC(Max)     V       2.5     2.1     2.2     2.1     1.5     1.0     0.5     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    26.0    20.9    27.3    55.0    74.7    86.6    90.5
Haunch (Max)V      12.1    10.2    10.6    10.1     7.6     5.0     2.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.2     0.3     0.7     1.1     1.5     1.9
(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     9.6     7.7    10.1    20.2    27.5    31.8    33.3
DC(Max)     V       4.4     3.7     3.9     3.7     2.8     1.9     0.9     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     5.3     4.2     5.5    11.2    15.2    17.6    18.4
DW(Max)     V       2.4     2.1     2.1     2.0     1.5     1.0     0.5     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   121.9    98.1   128.1   254.9   341.2   387.2   392.9
            V      73.2    65.6    67.2    65.1    57.0    49.0    40.9    32.8
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    73.2    65.6    67.2    65.1    57.0    49.0    40.9    32.8
            M       0.0   121.9    98.1   128.1   254.9   341.2   387.2   392.9
Total     : M+      0.0   189.5   152.5   199.3   398.1   536.0   613.1   629.4
            V     104.6    92.1    94.7    91.4    76.8    62.2    47.6    33.0
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   104.6    92.1    94.7    91.4    76.8    62.2    47.6    33.0
            M       0.0   189.5   152.5   199.3   398.1   536.0   613.1   629.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.13   21.27   24.40   27.53   28.16   27.67   30.00
Self wt.  : M      70.8    61.1    45.0    22.3    17.1    21.2     0.0
(Max)       V       2.1     4.1     6.2     8.2     8.7     8.3     9.9
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      17.6    15.2    11.2     5.6     4.2     5.3     0.0
DC(Max)     V       0.5     1.0     1.5     2.1     2.2     2.1     2.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      86.6    74.7    55.0    27.3    20.9    26.0     0.0
Haunch (Max)V       2.5     5.0     7.6    10.1    10.6    10.2    12.1
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       1.5     1.1     0.7     0.3     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      31.8    27.5    20.2    10.1     7.7     9.6     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     3.9     3.7     4.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      17.6    15.2    11.2     5.5     4.2     5.3     0.0
DW(Max)     V       0.5     1.0     1.5     2.0     2.1     2.1     2.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    387.2   341.2   254.9   128.1    98.1   121.9     0.0
            V      40.9    49.0    57.0    65.1    67.2    65.6    73.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.9    49.0    57.0    65.1    67.2    65.6    73.2
            M     387.2   341.2   254.9   128.1    98.1   121.9     0.0
Total     : M+    613.1   536.0   398.1   199.3   152.5   189.5     0.0
            V      47.6    62.2    76.8    91.4    94.7    92.1   104.6
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    47.6    62.2    76.8    91.4    94.7    92.1   104.6
            M     613.1   536.0   398.1   199.3   152.5   189.5     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.13    6.27    9.40   12.53   15.67
 
Beam-Self
Precast-top    0.063   0.065   0.116   0.153   0.174   0.182 
Bottom        -0.056  -0.058  -0.103  -0.136  -0.155  -0.162 
 
Prestress
Precast-top   -0.296  -0.296  -0.296  -0.296  -0.296  -0.296 
Bottom         1.266   1.266   1.266   1.266   1.266   1.266 
 
Total
Precast-top   -0.233  -0.230  -0.179  -0.143  -0.121  -0.114 
Bottom         1.210   1.208   1.162   1.130   1.111   1.104 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.29 %)
             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    2.47    5.60    8.73   11.87   15.00
 
Prestress
Precast-top   -0.061  -0.268  -0.225  -0.268  -0.268  -0.268  -0.268  -0.268
Bottom         0.261   1.148   0.966   1.148   1.148   1.148   1.148   1.148
 
Self wt.
Precast-top   -0.000   0.048   0.038   0.050   0.101   0.138   0.159   0.167
Bottom        -0.000  -0.043  -0.034  -0.045  -0.090  -0.122  -0.142  -0.148
 
DL-Prec (DC)
Precast-top   -0.000   0.012   0.010   0.013   0.025   0.034   0.040   0.041
Bottom        -0.000  -0.011  -0.009  -0.011  -0.022  -0.030  -0.035  -0.037
 
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   0.002   0.003   0.004
Bottom        -0.000  -0.001  -0.000  -0.001  -0.001  -0.002  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.058   0.047   0.062   0.124   0.168   0.195   0.204
Bottom        -0.000  -0.052  -0.042  -0.055  -0.110  -0.150  -0.173  -0.181
 
DL-Comp (DC)
Topping-top   -0.000   0.006   0.004   0.006   0.012   0.016   0.018   0.019
Precast-top   -0.000   0.003   0.002   0.003   0.006   0.008   0.009   0.009
Bottom        -0.000  -0.012  -0.009  -0.012  -0.025  -0.033  -0.039  -0.040
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.002   0.003   0.006   0.009   0.010   0.011
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.004   0.005   0.005
Bottom        -0.000  -0.006  -0.005  -0.007  -0.014  -0.018  -0.021  -0.022
 
LL+I(+)
Topping-top   -0.000   0.081   0.066   0.085   0.168   0.226   0.259   0.267
Precast-top   -0.000   0.039   0.032   0.041   0.081   0.109   0.125   0.129
Bottom        -0.000  -0.171  -0.139  -0.180  -0.353  -0.476  -0.545  -0.561
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.090   0.073   0.094   0.186   0.250   0.287   0.296 
Precast-top   -0.061  -0.106  -0.095  -0.097   0.073   0.195   0.268   0.291 
Bottom         0.261   0.853   0.727   0.838   0.534   0.316   0.190   0.154 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.009   0.007   0.009   0.018   0.025   0.028   0.030 
Precast-top   -0.061  -0.145  -0.127  -0.139  -0.008   0.086   0.143   0.162 
Bottom         0.261   1.025   0.866   1.018   0.886   0.792   0.735   0.715 
 

 
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    3.13    6.27    9.40   12.53   15.67
 
Beam-Self
Precast-top    0.063   0.065   0.116   0.153   0.174   0.182 
Bottom        -0.056  -0.058  -0.103  -0.136  -0.155  -0.162 
 
Prestress
Precast-top   -0.296  -0.296  -0.296  -0.296  -0.296  -0.296 
Bottom         1.266   1.266   1.266   1.266   1.266   1.266 
 
Total
Precast-top   -0.233  -0.230  -0.179  -0.143  -0.121  -0.114 
Bottom         1.210   1.208   1.162   1.130   1.111   1.104 
 
As_top  , in2  0.728   0.716   0.000   0.000   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 =  9.29 %)
             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    2.47    5.60    8.73   11.87   15.00
 
Prestress
Precast-top   -0.061  -0.268  -0.225  -0.268  -0.268  -0.268  -0.268  -0.268
Bottom         0.261   1.148   0.966   1.148   1.148   1.148   1.148   1.148
 
Self wt.
Precast-top   -0.000   0.048   0.038   0.050   0.101   0.138   0.159   0.167
Bottom        -0.000  -0.043  -0.034  -0.045  -0.090  -0.122  -0.142  -0.148
 
DL-Prec (DC)
Precast-top   -0.000   0.012   0.010   0.013   0.025   0.034   0.040   0.041
Bottom        -0.000  -0.011  -0.009  -0.011  -0.022  -0.030  -0.035  -0.037
 
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   0.002   0.003   0.004
Bottom        -0.000  -0.001  -0.000  -0.001  -0.001  -0.002  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.058   0.047   0.062   0.124   0.168   0.195   0.204
Bottom        -0.000  -0.052  -0.042  -0.055  -0.110  -0.150  -0.173  -0.181
 
DL-Comp (DC)
Topping-top   -0.000   0.006   0.004   0.006   0.012   0.016   0.018   0.019
Precast-top   -0.000   0.003   0.002   0.003   0.006   0.008   0.009   0.009
Bottom        -0.000  -0.012  -0.009  -0.012  -0.025  -0.033  -0.039  -0.040
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.002   0.003   0.006   0.009   0.010   0.011
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.004   0.005   0.005
Bottom        -0.000  -0.006  -0.005  -0.007  -0.014  -0.018  -0.021  -0.022
 
LL+I(+)
Topping-top   -0.000   0.065   0.053   0.068   0.134   0.181   0.207   0.213
Precast-top   -0.000   0.031   0.025   0.033   0.065   0.087   0.100   0.103
Bottom        -0.000  -0.137  -0.111  -0.144  -0.282  -0.381  -0.436  -0.449
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.074   0.059   0.077   0.152   0.205   0.236   0.243 
Precast-top   -0.061  -0.114  -0.101  -0.106   0.057   0.173   0.243   0.265 
Bottom         0.261   0.888   0.755   0.874   0.604   0.411   0.299   0.266 
 

 
 
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    2.47    5.60    8.73   11.87   15.00
F_LL+I(+)
Topping-top   -0.000   0.070   0.057   0.074   0.147   0.197   0.223   0.226
Precast-top   -0.000   0.034   0.027   0.036   0.071   0.095   0.108   0.109
Bottom        -0.000  -0.148  -0.120  -0.156  -0.309  -0.414  -0.470  -0.477
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.075   0.060   0.078   0.156   0.209   0.237   0.241 
Precast-top   -0.031  -0.039  -0.036  -0.034   0.067   0.138   0.179   0.191 
Bottom         0.131   0.364   0.313   0.354   0.134  -0.018  -0.102  -0.119 
 

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
    172.5    6.5   40.3    0.257   0.0   6.00e-3 50.0    175.6     1.042    1.760      0.19
      0.0    0.2   40.1     42.0 0.147      16.1 0.87    12.00     0.092    1.631 
Transfer:   3.00
    148.4    6.5   40.3    1.157   0.0   2.37e-3 37.3    133.3     0.511    1.760      0.00
    333.1    0.9   39.8    189.0 0.128      31.6 1.73    12.00     0.092    1.960 
Critical:   3.98
    138.2    6.5   40.3    1.221   0.0   1.33e-3 33.7    109.7     0.368    1.760      0.00
    460.5    1.0   39.8    189.0 0.119      43.8 2.40    24.00     0.092    2.104 
0.1L    :   3.13
    147.0    6.5   40.3    1.165   0.0   2.22e-3 36.8    130.4     0.490    1.760      0.00
    349.9    0.9   39.8    189.0 0.126      32.9 1.80    12.00     0.092    1.979 
0.2L    :   6.27
    121.4    6.5   40.3    1.370   0.0   1.71e-3 35.0     96.5     0.340    0.620      0.00
    675.4    1.1   39.7    189.0 0.105      38.4 2.10    24.00     0.092    1.588 
0.3L    :   9.40
     98.9    6.5   40.3    1.575   0.0   1.67e-3 34.9     71.2     0.250    0.496      0.00
    903.7    1.3   39.6    189.0 0.085      38.7 2.13    24.00     0.092    1.636 
0.4L    :  12.53
     76.8    6.5   40.3    1.736   0.0   1.23e-3 33.3     39.8     0.132    0.413      0.00
   1028.3    1.4   39.6    189.0 0.066      45.4 2.50    24.00     0.092    1.992 
0.5L    :  15.67
     54.9    6.5   40.3    1.736   0.0   0.93e-3 32.3      9.7     0.092    0.413      0.00
   1052.0    1.4   39.6    189.0 0.047      51.4 2.83    24.00     0.092    2.964 
0.6L    :  18.80
     76.8    6.5   40.3    1.736   0.0   1.23e-3 33.3     39.8     0.132    0.413      0.00
   1028.3    1.4   39.6    189.0 0.066      45.4 2.50    24.00     0.092    1.992 
0.7L    :  21.93
     98.9    6.5   40.3    1.575   0.0   1.67e-3 34.9     71.2     0.250    0.496      0.00
    903.7    1.3   39.6    189.0 0.085      38.7 2.13    24.00     0.092    1.636 
0.8L    :  25.07
    121.4    6.5   40.3    1.370   0.0   1.71e-3 35.0     96.5     0.340    0.620      0.00
    675.4    1.1   39.7    189.0 0.105      38.4 2.10    24.00     0.092    1.588 
0.9L    :  28.20
    147.0    6.5   40.3    1.165   0.0   2.22e-3 36.8    130.4     0.490    1.760      0.00
    349.9    0.9   39.8    189.0 0.126      32.9 1.80    12.00     0.092    1.979 
Critical:  27.35
    138.2    6.5   40.3    1.221   0.0   1.33e-3 33.7    109.7     0.368    1.760      0.00
    460.5    1.0   39.8    189.0 0.119      43.8 2.40    24.00     0.092    2.104 
Transfer:  28.33
    148.4    6.5   40.3    1.157   0.0   2.37e-3 37.3    133.3     0.511    1.760      0.00
    333.1    0.9   39.8    189.0 0.128      31.6 1.73    12.00     0.092    1.960 
Bearing :  30.67
    172.5    6.5   40.3    0.257   0.0   6.00e-3 50.0    175.6     1.042    1.760      0.19
      0.0    0.2   40.1     42.0 0.147      16.1 0.87    12.00     0.092    1.631 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    0.68
 
 
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
    172.5      4.77     40.25    0.21       40.15    24.00      0.300      0.841      0.000      1.760 
Transfer:      2.33
    148.4      4.14     40.25    0.93       39.78    24.00      0.300      0.632      0.000      1.760 
Critical:      3.31
    138.3      3.86     40.25    0.99       39.76    24.00      0.300      0.538      0.000      1.760 
0.1L    :      2.47
    147.0      4.11     40.25    0.94       39.78    24.00      0.300      0.619      0.000      1.760 
0.2L    :      5.60
    121.4      3.40     40.25    1.11       39.70    24.00      0.300      0.383      0.000      0.620 
0.3L    :      8.73
     98.9      2.77     40.25    1.27       39.62    24.00      0.300      0.175      0.000      0.496 
0.4L    :     11.87
     76.8      2.16     40.25    1.40       39.55    24.00      0.300      0.000      0.000      0.413 
0.5L    :     15.00
     54.9      1.54     40.25    1.40       39.55    24.00      0.300      0.000      0.000      0.413 
0.6L    :     18.13
     76.8      2.16     40.25    1.40       39.55    24.00      0.300      0.000      0.000      0.413 
0.7L    :     21.27
     98.9      2.77     40.25    1.27       39.62    24.00      0.300      0.175      0.000      0.496 
0.8L    :     24.40
    121.4      3.40     40.25    1.11       39.70    24.00      0.300      0.383      0.000      0.620 
0.9L    :     27.53
    147.0      4.11     40.25    0.94       39.78    24.00      0.300      0.619      0.000      1.760 
Critical:     26.69
    138.3      3.86     40.25    0.99       39.76    24.00      0.300      0.538      0.000      1.760 
Transfer:     27.67
    148.4      4.14     40.25    0.93       39.78    24.00      0.300      0.632      0.000      1.760 
Bearing :     30.00
    172.5      4.77     40.25    0.21       40.15    24.00      0.300      0.841      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 = 2.47 ft
Prestress      :       0.060  1.80      0.108  2.20      0.132
Self Wt.       :      -0.010  1.85     -0.018  2.40     -0.024
Deck + Haunch  :                       -0.008  2.30     -0.019
DL-Prec. (DC)  :                       -0.002  3.00     -0.005
Diaphragm      :                       -0.000  3.00     -0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.001  3.00     -0.003
DL-Comp. (DW)  :                       -0.001  3.00     -0.002
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 5.60 ft
Prestress      :       0.108  1.80      0.195  2.20      0.239
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.045
Deck + Haunch  :                       -0.018  2.30     -0.040
DL-Prec. (DC)  :                       -0.004  3.00     -0.011
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.007
DL-Comp. (DW)  :                       -0.001  3.00     -0.004
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 8.73 ft
Prestress      :       0.143  1.80      0.257  2.20      0.315
Self Wt.       :      -0.026  1.85     -0.048  2.40     -0.062
Deck + Haunch  :                       -0.025  2.30     -0.058
DL-Prec. (DC)  :                       -0.005  3.00     -0.015
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.010
DL-Comp. (DW)  :                       -0.002  3.00     -0.005
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 11.87 ft
Prestress      :       0.164  1.80      0.295  2.20      0.360
Self Wt.       :      -0.030  1.85     -0.056  2.40     -0.072
Deck + Haunch  :                       -0.030  2.30     -0.069
DL-Prec. (DC)  :                       -0.006  3.00     -0.018
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 15.00 ft
Prestress      :       0.171  1.80      0.307  2.20      0.376
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
Deck + Haunch  :                       -0.031  2.30     -0.072
DL-Prec. (DC)  :                       -0.006  3.00     -0.019
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 18.13 ft
Prestress      :       0.164  1.80      0.295  2.20      0.360
Self Wt.       :      -0.030  1.85     -0.056  2.40     -0.072
Deck + Haunch  :                       -0.030  2.30     -0.069
DL-Prec. (DC)  :                       -0.006  3.00     -0.018
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 21.27 ft
Prestress      :       0.143  1.80      0.257  2.20      0.315
Self Wt.       :      -0.026  1.85     -0.048  2.40     -0.062
Deck + Haunch  :                       -0.025  2.30     -0.058
DL-Prec. (DC)  :                       -0.005  3.00     -0.015
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.010
DL-Comp. (DW)  :                       -0.002  3.00     -0.005
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 24.40 ft
Prestress      :       0.108  1.80      0.195  2.20      0.239
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.045
Deck + Haunch  :                       -0.018  2.30     -0.040
DL-Prec. (DC)  :                       -0.004  3.00     -0.011
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.007
DL-Comp. (DW)  :                       -0.001  3.00     -0.004
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 27.53 ft
Prestress      :       0.060  1.80      0.108  2.20      0.132
Self Wt.       :      -0.010  1.85     -0.018  2.40     -0.024
Deck + Haunch  :                       -0.008  2.30     -0.019
DL-Prec. (DC)  :                       -0.002  3.00     -0.005
Diaphragm      :                       -0.000  3.00     -0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.001  3.00     -0.003
DL-Comp. (DW)  :                       -0.001  3.00     -0.002
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
   332.8    40.3  1.157  267.9    1.1   0.93   1027.3  0.112T 1.00       -       -     -     -  
H/2     :   1.84
   268.4    40.3  0.968  268.3    0.9   0.78    862.3  0.135T 1.00       -       -     -     -  
0.1L    :   2.47
   349.9    40.3  1.165  267.9    1.1   0.94   1034.9  0.111T 1.00       -       -     -     -  
0.2L    :   5.60
   690.4    40.3  1.370  267.6    1.3   1.11   1212.5  0.094T 1.00       -       -     -     -  
0.3L    :   8.73
   933.2    40.3  1.575  267.2    1.5   1.27   1388.9  0.082T 1.00       -       -     -     -  
0.4L    :  11.87
  1073.0    40.3  1.736  266.9    1.6   1.40   1527.2  0.074T 1.00       -       -     -     -  
0.5L    :  15.00
  1109.8    40.3  1.736  266.9    1.6   1.40   1527.2  0.074T 1.00   1628.3  1476.0    0.94  1.38 
0.6L    :  18.13
  1073.0    40.3  1.736  266.9    1.6   1.40   1527.2  0.074T 1.00   1633.7  1427.0    0.93  1.42 
0.7L    :  21.27
   933.2    40.3  1.575  267.2    1.5   1.27   1388.9  0.082T 1.00       -       -     -     -  
0.8L    :  24.40
   690.4    40.3  1.370  267.6    1.3   1.11   1212.5  0.094T 1.00       -       -     -     -  
0.9L    :  27.53
   349.9    40.3  1.165  267.9    1.1   0.94   1034.9  0.111T 1.00       -       -     -     -  
H/2     :  28.16
   268.4    40.3  0.968  268.3    0.9   0.78    862.3  0.135T 1.00       -       -     -     -  
Transfer:  27.67
   332.8    40.3  1.157  267.9    1.1   0.93   1027.3  0.112T 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 1-4; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.043
        M   2.00 Fb     0.289
 
  2   2 E   6.00 Ft    -0.085
        M   6.00 Fb     0.577
 
  3   2 E   6.00 Ft    -0.127
        M   6.00 Fb     0.865
 
  4   2 E   2.00 Ft    -0.233
        M   2.00 Fb     1.210
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 31.33            Release Length, ft: 31.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.10 %               Final losses: 10.45 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.210     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.233       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)                  1527.19     1109.76     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   0.296     Midspan    1.800   0.030     Midspan
    Pre.Top:   3.000   0.291     Midspan    2.250   0.162     Midspan
    Pre.Bot:   3.000   0.853    Transfer    2.250   1.025    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.114    Transfer
    Pre.Bot:  -0.425   0.261     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.191     Midspan
    Pre.Bot:                                                             2.000   0.364    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  15.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.171  1.80      0.307  2.20      0.376
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
Deck + Haunch  :                       -0.031  2.30     -0.072
DL-Prec. (DC)  :                       -0.006  3.00     -0.019
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
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   30.00
     DC  Line       0.087      0.00       0.087   30.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    15.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 31.333 ft
Release length = 31.333 ft
Design  length = 30.000 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)  : 0.937   (Calculated)    
Live Moment (1  lane  loaded)  : 0.719   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.145   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.916   (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     2.47     5.60     8.73    11.87    15.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    633.8    641.1    639.6    641.1    641.1    641.1    641.1    641.1
  Yb      ,  in    17.10    16.95    16.98    16.95    16.95    16.95    16.95    16.95
  MI(Ixx) , in4   100340   101582   101324   101582   101582   101582   101582   101582
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1448.7   1455.7   1454.2   1455.7   1455.7   1455.7   1455.7   1455.7
  Yb      ,  in    30.15    30.02    30.05    30.02    30.02    30.02    30.02    30.02
  MI(Ixx) , in4   296418   301201   300201   301201   301201   301201   301201   301201

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:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 4.00 in):
     4 @  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     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.901 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.877 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.045 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)       
-------------------------------------------------------------------------------------
       250.666         740 185.493      5.091 20618.008   306.735     198.338        
 
 
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       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      7.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00       7.1667      9.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00       9.6670     21.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      21.6663     24.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      24.1667     25.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      25.1667     26.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      26.6667     27.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      27.2083     31.2083    Yes
 
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 31.3333       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg =  4.00 in
         P_init    =      340.3 kips  Ecc = 13.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.07 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.945 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.14 ksi    0.00 ksi
    due to Composite Loads                                 -0.33 ksi    0.00 ksi
    due to Live Loads                                      -2.43 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                         4.90 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.07 ksi  ( 3.10 %)            14.30 ksi ( 7.29 %)
Total Prestress Losses                                    20.37 ksi (10.39 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 175.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    2.47    5.60    8.73   11.87   15.00
Self wt.  : M       0.0    21.2    17.1    22.3    45.0    61.1    70.8    74.0
(Max)       V       9.9     8.3     8.7     8.2     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     3.9     3.2     4.1     8.3    11.3    13.1    13.7
DC(Max)     V       1.8     1.5     1.6     1.5     1.1     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    29.5    23.7    31.0    62.4    84.9    98.3   102.8
Haunch (Max)V      13.7    11.6    12.0    11.5     8.6     5.7     2.9     0.0
Diaphragm : M       0.0     0.6     0.5     0.6     1.4     2.2     3.0     3.7
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0     9.6     7.7    10.1    20.2    27.5    31.8    33.3
DC(Max)     V       4.4     3.7     3.9     3.7     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     5.3     4.2     5.5    11.2    15.2    17.6    18.4
DW(Max)     V       2.4     2.1     2.1     2.0     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   144.2   116.4   151.6   297.0   400.5   459.0   472.7
            V      86.5    74.8    77.3    74.2    62.7    52.8    42.9    33.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    86.5    74.8    77.3    74.2    62.9    53.6    44.6    35.8
            M      -0.0   144.4   117.0   151.6   288.2   383.3   432.9   438.9
Total     : M+      0.0   214.3   172.7   225.3   445.5   602.6   693.7   718.6
            V     119.1   102.4   105.9   101.4    83.2    66.6    49.9    33.3
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   119.1   102.4   105.9   101.4    83.4    67.4    51.6    36.0
            M      -0.0   214.5   173.3   225.3   436.7   585.4   667.6   684.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.13   21.27   24.40   27.53   28.16   27.67   30.00
Self wt.  : M      70.8    61.1    45.0    22.3    17.1    21.2     0.0
(Max)       V       2.1     4.1     6.2     8.2     8.7     8.3     9.9
DL-Prec.  : M      13.1    11.3     8.3     4.1     3.2     3.9     0.0
DC(Max)     V       0.4     0.8     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
Deck +    : M      98.3    84.9    62.4    31.0    23.7    29.5     0.0
Haunch (Max)V       2.9     5.7     8.6    11.5    12.0    11.6    13.7
Diaphragm : M       3.0     2.2     1.4     0.6     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      31.8    27.5    20.2    10.1     7.7     9.6     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     3.9     3.7     4.4
DL-Comp   : M      17.6    15.2    11.2     5.5     4.2     5.3     0.0
DW(Max)     V       0.5     1.0     1.5     2.0     2.1     2.1     2.4
LL + I    : M+    459.0   400.5   297.0   151.6   116.4   144.2     0.0
            V      42.9    52.8    62.7    74.2    77.3    74.8    86.5
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    44.6    53.6    62.9    74.2    77.3    74.8    86.5
            M     432.9   383.3   288.2   151.6   117.0   144.4    -0.0
Total     : M+    693.7   602.6   445.5   225.3   172.7   214.3     0.0
            V      49.9    66.6    83.2   101.4   105.9   102.4   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    51.6    67.4    83.4   101.4   105.9   102.4   119.1
            M     667.6   585.4   436.7   225.3   173.3   214.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                9.9              9.9
Deck+Haunch            13.7             13.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            1.8              1.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           22.2             22.2
DL-Comp.(DW)           12.2             12.2
Live                   59.2             59.2
        Truck          49.6             49.6
        Lane            9.6              9.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    2.47    5.60    8.73   11.87   15.00
Self wt.  : M       0.0    21.2    17.1    22.3    45.0    61.1    70.8    74.0
(Max)       V       9.9     8.3     8.7     8.2     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     3.9     3.2     4.1     8.3    11.3    13.1    13.7
DC(Max)     V       1.8     1.5     1.6     1.5     1.1     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    29.5    23.7    31.0    62.4    84.9    98.3   102.8
Haunch (Max)V      13.7    11.6    12.0    11.5     8.6     5.7     2.9     0.0
Diaphragm : M       0.0     0.6     0.5     0.6     1.4     2.2     3.0     3.7
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0     9.6     7.7    10.1    20.2    27.5    31.8    33.3
DC(Max)     V       4.4     3.7     3.9     3.7     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     5.3     4.2     5.5    11.2    15.2    17.6    18.4
DW(Max)     V       2.4     2.1     2.1     2.0     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   115.4    93.1   121.3   237.6   320.4   367.2   378.1
            V      69.2    59.9    61.8    59.3    50.2    42.3    34.3    26.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    69.2    59.9    61.8    59.3    50.3    42.9    35.7    28.6
            M      -0.0   115.5    93.6   121.3   230.6   306.6   346.4   351.1
Total     : M+      0.0   185.5   149.5   195.0   386.1   522.5   601.9   624.1
            V     101.8    87.4    90.4    86.6    70.7    56.0    41.3    26.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   101.8    87.4    90.4    86.6    70.8    56.6    42.7    28.9
            M      -0.0   185.6   149.9   195.0   379.1   508.8   581.0   597.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.13   21.27   24.40   27.53   28.16   27.67   30.00
Self wt.  : M      70.8    61.1    45.0    22.3    17.1    21.2     0.0
(Max)       V       2.1     4.1     6.2     8.2     8.7     8.3     9.9
DL-Prec.  : M      13.1    11.3     8.3     4.1     3.2     3.9     0.0
DC(Max)     V       0.4     0.8     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
Deck +    : M      98.3    84.9    62.4    31.0    23.7    29.5     0.0
Haunch (Max)V       2.9     5.7     8.6    11.5    12.0    11.6    13.7
Diaphragm : M       3.0     2.2     1.4     0.6     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      31.8    27.5    20.2    10.1     7.7     9.6     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     3.9     3.7     4.4
DL-Comp   : M      17.6    15.2    11.2     5.5     4.2     5.3     0.0
DW(Max)     V       0.5     1.0     1.5     2.0     2.1     2.1     2.4
LL + I    : M+    367.2   320.4   237.6   121.3    93.1   115.4     0.0
            V      34.3    42.3    50.2    59.3    61.8    59.9    69.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.7    42.9    50.3    59.3    61.8    59.9    69.2
            M     346.4   306.6   230.6   121.3    93.6   115.5    -0.0
Total     : M+    601.9   522.5   386.1   195.0   149.5   185.5     0.0
            V      41.3    56.0    70.7    86.6    90.4    87.4   101.8
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    42.7    56.6    70.8    86.6    90.4    87.4   101.8
            M     581.0   508.8   379.1   195.0   149.9   185.6    -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    2.47    5.60    8.73   11.87   15.00
Self wt.  : M       0.0    26.5    21.3    27.9    56.2    76.4    88.5    92.5
(Max)       V      12.3    10.4    10.8    10.3     7.7     5.2     2.6     0.0
Self wt.  : M       0.0    19.1    15.4    20.1    40.5    55.0    63.7    66.6
(Min)       V       8.9     7.5     7.8     7.4     5.6     3.7     1.9     0.0
DL-Prec.  : M       0.0     4.9     4.0     5.2    10.4    14.2    16.4    17.2
DC(Max)     V       2.3     1.9     2.0     1.9     1.4     1.0     0.5     0.0
DL-Prec.  : M       0.0     3.5     2.9     3.7     7.5    10.2    11.8    12.4
DC(Min)     V       1.6     1.4     1.4     1.4     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    36.9    29.6    38.8    78.0   106.1   122.9   128.5
Haunch (Max)V      17.1    14.5    15.0    14.3    10.7     7.2     3.6     0.0
Deck +    : M       0.0    26.5    21.3    27.9    56.2    76.4    88.5    92.5
Haunch (Min)V      12.3    10.4    10.8    10.3     7.7     5.2     2.6     0.0
Diaphragm : M       0.0     0.7     0.6     0.8     1.8     2.7     3.7     4.7
(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     0.6     1.3     2.0     2.7     3.4
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    11.9     9.6    12.6    25.3    34.4    39.8    41.6
DC(Max)     V       5.6     4.7     4.9     4.6     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     8.6     6.9     9.0    18.2    24.7    28.7    30.0
DC(Min)     V       4.0     3.4     3.5     3.3     2.5     1.7     0.8     0.0
DL-Comp   : M       0.0     7.9     6.4     8.3    16.7    22.7    26.4    27.6
DW(Max)     V       3.7     3.1     3.2     3.1     2.3     1.5     0.8     0.0
DL-Comp   : M       0.0     3.4     2.8     3.6     7.3     9.9    11.4    11.9
DW(Min)     V       1.6     1.3     1.4     1.3     1.0     0.7     0.3     0.0
LL + I    : M+      0.0   252.4   203.7   265.3   519.7   700.8   803.3   827.2
            V     151.5   131.0   135.3   129.8   109.8    92.5    75.1    57.8
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   151.5   131.0   135.3   129.8   110.1    93.8    78.0    62.6
            M      -0.0   252.7   204.7   265.3   504.4   670.7   757.7   768.1
Total     : M+      0.0   341.3   275.2   358.8   708.1   957.3  1101.0  1139.2
            V     192.8   165.9   171.5   164.4   135.8   109.9    84.0    58.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   192.8   165.9   171.5   164.4   136.1   111.3    86.9    62.9
            M      -0.0   341.6   276.2   358.8   692.8   927.2  1055.3  1080.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.13   21.27   24.40   27.53   28.16   27.67   30.00
Self wt.  : M      88.5    76.4    56.2    27.9    21.3    26.5     0.0
(Max)       V       2.6     5.2     7.7    10.3    10.8    10.4    12.3
Self wt.  : M      63.7    55.0    40.5    20.1    15.4    19.1     0.0
(Min)       V       1.9     3.7     5.6     7.4     7.8     7.5     8.9
DL-Prec.  : M      16.4    14.2    10.4     5.2     4.0     4.9     0.0
DC(Max)     V       0.5     1.0     1.4     1.9     2.0     1.9     2.3
DL-Prec.  : M      11.8    10.2     7.5     3.7     2.9     3.5     0.0
DC(Min)     V       0.3     0.7     1.0     1.4     1.4     1.4     1.6
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     122.9   106.1    78.0    38.8    29.6    36.9     0.0
Haunch (Max)V       3.6     7.2    10.7    14.3    15.0    14.5    17.1
Deck +    : M      88.5    76.4    56.2    27.9    21.3    26.5     0.0
Haunch (Min)V       2.6     5.2     7.7    10.3    10.8    10.4    12.3
Diaphragm : M       3.7     2.7     1.8     0.8     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       2.7     2.0     1.3     0.6     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      39.8    34.4    25.3    12.6     9.6    11.9     0.0
DC(Max)     V       1.2     2.3     3.5     4.6     4.9     4.7     5.6
DL-Comp   : M      28.7    24.7    18.2     9.0     6.9     8.6     0.0
DC(Min)     V       0.8     1.7     2.5     3.3     3.5     3.4     4.0
DL-Comp   : M      26.4    22.7    16.7     8.3     6.4     7.9     0.0
DW(Max)     V       0.8     1.5     2.3     3.1     3.2     3.1     3.7
DL-Comp   : M      11.4     9.9     7.3     3.6     2.8     3.4     0.0
DW(Min)     V       0.3     0.7     1.0     1.3     1.4     1.3     1.6
LL + I    : M+    803.3   700.8   519.7   265.3   203.7   252.4     0.0
            V      75.1    92.5   109.8   129.8   135.3   131.0   151.5
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    78.0    93.8   110.1   129.8   135.3   131.0   151.5
            M     757.7   670.7   504.4   265.3   204.7   252.7    -0.0
Total     : M+   1101.0   957.3   708.1   358.8   275.2   341.3     0.0
            V      84.0   109.9   135.8   164.4   171.5   165.9   192.8
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    86.9   111.3   136.1   164.4   171.5   165.9   192.8
            M    1055.3   927.2   692.8   358.8   276.2   341.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               12.3             12.3
Deck+Haunch            17.1             17.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            2.3              2.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           27.8             27.8
DL-Comp.(DW)           18.4             18.4
Live                  103.6            103.6
        Truck          86.8             86.8
        Lane           16.8             16.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    2.47    5.60    8.73   11.87   15.00
Self wt.  : M       0.0    21.2    17.1    22.3    45.0    61.1    70.8    74.0
(Max)       V       9.9     8.3     8.7     8.2     6.2     4.1     2.1     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     3.9     3.2     4.1     8.3    11.3    13.1    13.7
DC(Max)     V       1.8     1.5     1.6     1.5     1.1     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    29.5    23.7    31.0    62.4    84.9    98.3   102.8
Haunch (Max)V      13.7    11.6    12.0    11.5     8.6     5.7     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     0.6     0.5     0.6     1.4     2.2     3.0     3.7
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     9.6     7.7    10.1    20.2    27.5    31.8    33.3
DC(Max)     V       4.4     3.7     3.9     3.7     2.8     1.9     0.9     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     5.3     4.2     5.5    11.2    15.2    17.6    18.4
DW(Max)     V       2.4     2.1     2.1     2.0     1.5     1.0     0.5     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   109.5    88.2   115.1   228.9   306.5   347.8   352.9
            V      66.9    59.9    61.4    59.5    52.1    44.7    37.4    30.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    66.9    59.9    61.4    59.5    52.1    44.7    37.4    30.0
            M       0.0   109.5    88.2   115.1   228.9   306.5   347.8   352.9
Total     : M+      0.0   179.5   144.5   188.8   377.4   508.6   582.4   598.8
            V      99.4    87.4    89.9    86.7    72.6    58.5    44.4    30.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    99.4    87.4    89.9    86.7    72.6    58.5    44.4    30.2
            M       0.0   179.5   144.5   188.8   377.4   508.6   582.4   598.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.13   21.27   24.40   27.53   28.16   27.67   30.00
Self wt.  : M      70.8    61.1    45.0    22.3    17.1    21.2     0.0
(Max)       V       2.1     4.1     6.2     8.2     8.7     8.3     9.9
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      13.1    11.3     8.3     4.1     3.2     3.9     0.0
DC(Max)     V       0.4     0.8     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
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      98.3    84.9    62.4    31.0    23.7    29.5     0.0
Haunch (Max)V       2.9     5.7     8.6    11.5    12.0    11.6    13.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       3.0     2.2     1.4     0.6     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      31.8    27.5    20.2    10.1     7.7     9.6     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     3.9     3.7     4.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      17.6    15.2    11.2     5.5     4.2     5.3     0.0
DW(Max)     V       0.5     1.0     1.5     2.0     2.1     2.1     2.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    347.8   306.5   228.9   115.1    88.2   109.5     0.0
            V      37.4    44.7    52.1    59.5    61.4    59.9    66.9
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    37.4    44.7    52.1    59.5    61.4    59.9    66.9
            M     347.8   306.5   228.9   115.1    88.2   109.5     0.0
Total     : M+    582.4   508.6   377.4   188.8   144.5   179.5     0.0
            V      44.4    58.5    72.6    86.7    89.9    87.4    99.4
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    44.4    58.5    72.6    86.7    89.9    87.4    99.4
            M     582.4   508.6   377.4   188.8   144.5   179.5     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    3.13    6.27    9.40   12.53   15.67
 
Beam-Self
Precast-top    0.063   0.065   0.116   0.153   0.174   0.182 
Bottom        -0.056  -0.058  -0.103  -0.136  -0.155  -0.162 
 
Prestress
Precast-top   -0.296  -0.296  -0.296  -0.296  -0.296  -0.296 
Bottom         1.266   1.266   1.266   1.266   1.266   1.266 
 
Total
Precast-top   -0.233  -0.230  -0.179  -0.143  -0.121  -0.114 
Bottom         1.210   1.208   1.162   1.130   1.111   1.104 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.29 %)
             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    2.47    5.60    8.73   11.87   15.00
 
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   0.008   0.006   0.008   0.017   0.022   0.026   0.027 
Precast-top   -0.061  -0.140  -0.123  -0.134   0.003   0.101   0.161   0.182 
Bottom         0.261   1.020   0.862   1.013   0.876   0.778   0.718   0.697 
 

 
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    3.13    6.27    9.40   12.53   15.67
 
Beam-Self
Precast-top    0.063   0.065   0.116   0.153   0.174   0.182 
Bottom        -0.056  -0.058  -0.103  -0.136  -0.155  -0.162 
 
Prestress
Precast-top   -0.296  -0.296  -0.296  -0.296  -0.296  -0.296 
Bottom         1.266   1.266   1.266   1.266   1.266   1.266 
 
Total
Precast-top   -0.233  -0.230  -0.179  -0.143  -0.121  -0.114 
Bottom         1.210   1.208   1.162   1.130   1.111   1.104 
 
As_top  , in2  0.728   0.716   0.000   0.000   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 =  9.29 %)
             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    2.47    5.60    8.73   11.87   15.00
 
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    2.47    5.60    8.73   11.87   15.00
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   0.062   0.050   0.065   0.129   0.173   0.196   0.199 
Precast-top   -0.031  -0.044  -0.040  -0.039   0.056   0.124   0.163   0.175 
Bottom         0.131   0.379   0.325   0.369   0.164   0.022  -0.057  -0.073 
 

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
    192.8    6.5   40.3    0.257   0.0   6.00e-3 50.0    198.1     1.176    1.760      0.34
      0.0    0.2   40.2     42.0 0.164      16.1 0.87    12.00     0.092    1.460 
Transfer:   3.00
    165.9    6.5   40.3    1.155   0.0   3.45e-3 41.1    159.9     0.699    1.760      0.00
    341.6    0.8   39.8    189.0 0.142      24.5 1.34    12.00     0.092    1.756 
Critical:   3.98
    154.5    6.5   40.3    1.220   0.0   2.26e-3 36.9    139.1     0.524    1.760      0.00
    472.8    0.9   39.8    189.0 0.133      32.6 1.78    12.00     0.092    1.885 
0.1L    :   3.13
    164.4    6.5   40.3    1.164   0.0   3.28e-3 40.5    157.3     0.674    1.760      0.00
    358.8    0.8   39.8    189.0 0.141      25.4 1.39    12.00     0.092    1.772 
0.2L    :   6.27
    136.1    6.5   40.3    1.368   0.0   2.22e-3 36.8    118.3     0.445    0.620      0.00
    692.8    1.0   39.8    189.0 0.117      32.9 1.80    24.00     0.092    1.309 
0.3L    :   9.40
    111.3    6.5   40.3    1.573   0.0   2.11e-3 36.4     89.7     0.333    0.496      0.00
    927.2    1.1   39.7    189.0 0.096      33.9 1.86    24.00     0.092    1.356 
0.4L    :  12.53
     86.9    6.5   40.3    1.736   0.0   1.58e-3 34.5     56.6     0.196    0.413      0.00
   1055.3    1.2   39.6    189.0 0.075      40.0 2.19    24.00     0.092    1.647 
0.5L    :  15.67
     62.9    6.5   40.3    1.736   0.0   1.25e-3 33.4     24.7     0.092    0.413      0.00
   1080.2    1.2   39.6    189.0 0.054      45.1 2.48    24.00     0.092    2.426 
0.6L    :  18.80
     86.9    6.5   40.3    1.736   0.0   1.58e-3 34.5     56.6     0.196    0.413      0.00
   1055.3    1.2   39.6    189.0 0.075      40.0 2.19    24.00     0.092    1.647 
0.7L    :  21.93
    111.3    6.5   40.3    1.573   0.0   2.11e-3 36.4     89.7     0.333    0.496      0.00
    927.2    1.1   39.7    189.0 0.096      33.9 1.86    24.00     0.092    1.356 
0.8L    :  25.07
    136.1    6.5   40.3    1.368   0.0   2.22e-3 36.8    118.3     0.445    0.620      0.00
    692.8    1.0   39.8    189.0 0.117      32.9 1.80    24.00     0.092    1.309 
0.9L    :  28.20
    164.4    6.5   40.3    1.164   0.0   3.28e-3 40.5    157.3     0.674    1.760      0.00
    358.8    0.8   39.8    189.0 0.141      25.4 1.39    12.00     0.092    1.772 
Critical:  27.35
    154.5    6.5   40.3    1.220   0.0   2.26e-3 36.9    139.1     0.524    1.760      0.00
    472.8    0.9   39.8    189.0 0.133      32.6 1.78    12.00     0.092    1.885 
Transfer:  28.33
    165.9    6.5   40.3    1.155   0.0   3.45e-3 41.1    159.9     0.699    1.760      0.00
    341.6    0.8   39.8    189.0 0.142      24.5 1.34    12.00     0.092    1.756 
Bearing :  30.67
    192.8    6.5   40.3    0.257   0.0   6.00e-3 50.0    198.1     1.176    1.760      0.34
      0.0    0.2   40.2     42.0 0.164      16.1 0.87    12.00     0.092    1.460 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    0.68
 
 
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
    192.8      5.33     40.25    0.18       40.16    24.00      0.300      1.028      0.000      1.760 
Transfer:      2.33
    165.9      4.63     40.25    0.82       39.84    24.00      0.300      0.792      0.000      1.760 
Critical:      3.32
    154.6      4.31     40.25    0.87       39.82    24.00      0.300      0.688      0.000      1.760 
0.1L    :      2.47
    164.4      4.58     40.25    0.83       39.84    24.00      0.300      0.778      0.000      1.760 
0.2L    :      5.60
    136.1      3.80     40.25    0.97       39.76    24.00      0.300      0.517      0.000      0.620 
0.3L    :      8.73
    111.3      3.12     40.25    1.11       39.69    24.00      0.300      0.288      0.000      0.496 
0.4L    :     11.87
     86.9      2.44     40.25    1.23       39.64    24.00      0.300      0.062      0.000      0.413 
0.5L    :     15.00
     62.9      1.76     40.25    1.23       39.64    24.00      0.300      0.000      0.000      0.413 
0.6L    :     18.13
     86.9      2.44     40.25    1.23       39.64    24.00      0.300      0.062      0.000      0.413 
0.7L    :     21.27
    111.3      3.12     40.25    1.11       39.69    24.00      0.300      0.288      0.000      0.496 
0.8L    :     24.40
    136.1      3.80     40.25    0.97       39.76    24.00      0.300      0.517      0.000      0.620 
0.9L    :     27.53
    164.4      4.58     40.25    0.83       39.84    24.00      0.300      0.778      0.000      1.760 
Critical:     26.68
    154.6      4.31     40.25    0.87       39.82    24.00      0.300      0.688      0.000      1.760 
Transfer:     27.67
    165.9      4.63     40.25    0.82       39.84    24.00      0.300      0.792      0.000      1.760 
Bearing :     30.00
    192.8      5.33     40.25    0.18       40.16    24.00      0.300      1.028      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 = 2.47 ft
Prestress      :       0.060  1.80      0.108  2.20      0.132
Self Wt.       :      -0.010  1.85     -0.018  2.40     -0.024
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          :       0.050            0.090            0.108
 
At 0.2 x L = 5.60 ft
Prestress      :       0.108  1.80      0.195  2.20      0.239
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.045
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          :       0.090            0.160            0.194
 
At 0.3 x L = 8.73 ft
Prestress      :       0.143  1.80      0.257  2.20      0.315
Self Wt.       :      -0.026  1.85     -0.048  2.40     -0.062
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          :       0.117            0.210            0.253
 
At 0.4 x L = 11.87 ft
Prestress      :       0.164  1.80      0.295  2.20      0.360
Self Wt.       :      -0.030  1.85     -0.056  2.40     -0.072
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          :       0.134            0.239            0.288
 
At 0.5 x L = 15.00 ft
Prestress      :       0.171  1.80      0.307  2.20      0.376
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
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          :       0.139            0.249            0.300
 
At 0.6 x L = 18.13 ft
Prestress      :       0.164  1.80      0.295  2.20      0.360
Self Wt.       :      -0.030  1.85     -0.056  2.40     -0.072
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          :       0.134            0.239            0.288
 
At 0.7 x L = 21.27 ft
Prestress      :       0.143  1.80      0.257  2.20      0.315
Self Wt.       :      -0.026  1.85     -0.048  2.40     -0.062
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          :       0.117            0.210            0.253
 
At 0.8 x L = 24.40 ft
Prestress      :       0.108  1.80      0.195  2.20      0.239
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.045
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          :       0.090            0.160            0.194
 
At 0.9 x L = 27.53 ft
Prestress      :       0.060  1.80      0.108  2.20      0.132
Self Wt.       :      -0.010  1.85     -0.018  2.40     -0.024
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          :       0.050            0.090            0.108
 

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
   341.3    40.3  1.155  268.2    1.0   0.82   1028.3  0.128T 1.00       -       -     -     -  
H/2     :   1.84
   275.2    40.3  0.966  268.5    0.8   0.69    862.9  0.154T 1.00       -       -     -     -  
0.1L    :   2.47
   358.8    40.3  1.164  268.2    1.0   0.83   1035.9  0.127T 1.00       -       -     -     -  
0.2L    :   5.60
   708.1    40.3  1.368  267.9    1.1   0.97   1214.4  0.108T 1.00       -       -     -     -  
0.3L    :   8.73
   957.3    40.3  1.573  267.5    1.3   1.11   1391.7  0.094T 1.00       -       -     -     -  
0.4L    :  11.87
  1101.0    40.3  1.736  267.3    1.4   1.23   1532.6  0.085T 1.00       -       -     -     -  
0.5L    :  15.00
  1139.2    40.3  1.736  267.3    1.4   1.23   1532.6  0.085T 1.00    587.0   587.0    2.61    -  
0.6L    :  18.13
  1101.0    40.3  1.736  267.3    1.4   1.23   1532.6  0.085T 1.00    593.1   593.1    2.58    -  
0.7L    :  21.27
   957.3    40.3  1.573  267.5    1.3   1.11   1391.7  0.094T 1.00       -       -     -     -  
0.8L    :  24.40
   708.1    40.3  1.368  267.9    1.1   0.97   1214.4  0.108T 1.00       -       -     -     -  
0.9L    :  27.53
   358.8    40.3  1.164  268.2    1.0   0.83   1035.9  0.127T 1.00       -       -     -     -  
H/2     :  28.16
   275.2    40.3  0.966  268.5    0.8   0.69    862.9  0.154T 1.00       -       -     -     -  
Transfer:  27.67
   341.3    40.3  1.155  268.2    1.0   0.82   1028.3  0.128T 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 1-4; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.043
        M   2.00 Fb     0.289
 
  2   2 E   6.00 Ft    -0.085
        M   6.00 Fb     0.577
 
  3   2 E   6.00 Ft    -0.127
        M   6.00 Fb     0.865
 
  4   2 E   2.00 Ft    -0.233
        M   2.00 Fb     1.210
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 31.33            Release Length, ft: 31.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.10 %               Final losses: 10.39 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.210     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.233       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)                  1532.58     1139.23     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   0.027     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.182     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.020    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   0.175     Midspan
    Pre.Bot:                                                             2.000   0.379    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  15.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.171  1.80      0.307  2.20      0.376
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
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          :       0.139            0.249            0.300
 
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   30.00
     DC  Line       0.087      0.00       0.087   30.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    15.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 31.333 ft
Release length = 31.333 ft
Design  length = 30.000 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)  : 0.937   (Calculated)    
Live Moment (1  lane  loaded)  : 0.719   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.145   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.916   (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     2.47     5.60     8.73    11.87    15.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    633.8    641.1    639.6    641.1    641.1    641.1    641.1    641.1
  Yb      ,  in    17.10    16.95    16.98    16.95    16.95    16.95    16.95    16.95
  MI(Ixx) , in4   100340   101582   101324   101582   101582   101582   101582   101582
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1448.7   1455.7   1454.2   1455.7   1455.7   1455.7   1455.7   1455.7
  Yb      ,  in    30.15    30.02    30.05    30.02    30.02    30.02    30.02    30.02
  MI(Ixx) , in4   296418   301201   300201   301201   301201   301201   301201   301201

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:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 4.00 in):
     4 @  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     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.901 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.877 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.045 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)       
-------------------------------------------------------------------------------------
       250.666         740 185.493      5.091 20618.008   306.735     198.338        
 
 
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       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      7.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00       7.1667      9.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00       9.6670     21.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      21.6663     24.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      24.1667     25.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      25.1667     26.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      26.6667     27.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      27.2083     31.2083    Yes
 
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 31.3333       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg =  4.00 in
         P_init    =      340.3 kips  Ecc = 13.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.07 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.945 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.14 ksi    0.00 ksi
    due to Composite Loads                                 -0.33 ksi    0.00 ksi
    due to Live Loads                                      -2.43 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                         4.90 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.07 ksi  ( 3.10 %)            14.30 ksi ( 7.29 %)
Total Prestress Losses                                    20.37 ksi (10.39 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 175.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    2.47    5.60    8.73   11.87   15.00
Self wt.  : M       0.0    21.2    17.1    22.3    45.0    61.1    70.8    74.0
(Max)       V       9.9     8.3     8.7     8.2     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     3.9     3.2     4.1     8.3    11.3    13.1    13.7
DC(Max)     V       1.8     1.5     1.6     1.5     1.1     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    29.5    23.7    31.0    62.4    84.9    98.3   102.8
Haunch (Max)V      13.7    11.6    12.0    11.5     8.6     5.7     2.9     0.0
Diaphragm : M       0.0     0.6     0.5     0.6     1.4     2.2     3.0     3.7
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0     9.6     7.7    10.1    20.2    27.5    31.8    33.3
DC(Max)     V       4.4     3.7     3.9     3.7     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     5.3     4.2     5.5    11.2    15.2    17.6    18.4
DW(Max)     V       2.4     2.1     2.1     2.0     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   144.2   116.4   151.6   297.0   400.5   459.0   472.7
            V      86.5    74.8    77.3    74.2    62.7    52.8    42.9    33.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    86.5    74.8    77.3    74.2    62.9    53.6    44.6    35.8
            M      -0.0   144.4   117.0   151.6   288.2   383.3   432.9   438.9
Total     : M+      0.0   214.3   172.7   225.3   445.5   602.6   693.7   718.6
            V     119.1   102.4   105.9   101.4    83.2    66.6    49.9    33.3
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   119.1   102.4   105.9   101.4    83.4    67.4    51.6    36.0
            M      -0.0   214.5   173.3   225.3   436.7   585.4   667.6   684.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.13   21.27   24.40   27.53   28.16   27.67   30.00
Self wt.  : M      70.8    61.1    45.0    22.3    17.1    21.2     0.0
(Max)       V       2.1     4.1     6.2     8.2     8.7     8.3     9.9
DL-Prec.  : M      13.1    11.3     8.3     4.1     3.2     3.9     0.0
DC(Max)     V       0.4     0.8     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
Deck +    : M      98.3    84.9    62.4    31.0    23.7    29.5     0.0
Haunch (Max)V       2.9     5.7     8.6    11.5    12.0    11.6    13.7
Diaphragm : M       3.0     2.2     1.4     0.6     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      31.8    27.5    20.2    10.1     7.7     9.6     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     3.9     3.7     4.4
DL-Comp   : M      17.6    15.2    11.2     5.5     4.2     5.3     0.0
DW(Max)     V       0.5     1.0     1.5     2.0     2.1     2.1     2.4
LL + I    : M+    459.0   400.5   297.0   151.6   116.4   144.2     0.0
            V      42.9    52.8    62.7    74.2    77.3    74.8    86.5
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    44.6    53.6    62.9    74.2    77.3    74.8    86.5
            M     432.9   383.3   288.2   151.6   117.0   144.4    -0.0
Total     : M+    693.7   602.6   445.5   225.3   172.7   214.3     0.0
            V      49.9    66.6    83.2   101.4   105.9   102.4   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    51.6    67.4    83.4   101.4   105.9   102.4   119.1
            M     667.6   585.4   436.7   225.3   173.3   214.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                9.9              9.9
Deck+Haunch            13.7             13.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            1.8              1.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           22.2             22.2
DL-Comp.(DW)           12.2             12.2
Live                   59.2             59.2
        Truck          49.6             49.6
        Lane            9.6              9.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    2.47    5.60    8.73   11.87   15.00
Self wt.  : M       0.0    21.2    17.1    22.3    45.0    61.1    70.8    74.0
(Max)       V       9.9     8.3     8.7     8.2     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     3.9     3.2     4.1     8.3    11.3    13.1    13.7
DC(Max)     V       1.8     1.5     1.6     1.5     1.1     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    29.5    23.7    31.0    62.4    84.9    98.3   102.8
Haunch (Max)V      13.7    11.6    12.0    11.5     8.6     5.7     2.9     0.0
Diaphragm : M       0.0     0.6     0.5     0.6     1.4     2.2     3.0     3.7
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0     9.6     7.7    10.1    20.2    27.5    31.8    33.3
DC(Max)     V       4.4     3.7     3.9     3.7     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     5.3     4.2     5.5    11.2    15.2    17.6    18.4
DW(Max)     V       2.4     2.1     2.1     2.0     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   115.4    93.1   121.3   237.6   320.4   367.2   378.1
            V      69.2    59.9    61.8    59.3    50.2    42.3    34.3    26.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    69.2    59.9    61.8    59.3    50.3    42.9    35.7    28.6
            M      -0.0   115.5    93.6   121.3   230.6   306.6   346.4   351.1
Total     : M+      0.0   185.5   149.5   195.0   386.1   522.5   601.9   624.1
            V     101.8    87.4    90.4    86.6    70.7    56.0    41.3    26.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   101.8    87.4    90.4    86.6    70.8    56.6    42.7    28.9
            M      -0.0   185.6   149.9   195.0   379.1   508.8   581.0   597.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.13   21.27   24.40   27.53   28.16   27.67   30.00
Self wt.  : M      70.8    61.1    45.0    22.3    17.1    21.2     0.0
(Max)       V       2.1     4.1     6.2     8.2     8.7     8.3     9.9
DL-Prec.  : M      13.1    11.3     8.3     4.1     3.2     3.9     0.0
DC(Max)     V       0.4     0.8     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
Deck +    : M      98.3    84.9    62.4    31.0    23.7    29.5     0.0
Haunch (Max)V       2.9     5.7     8.6    11.5    12.0    11.6    13.7
Diaphragm : M       3.0     2.2     1.4     0.6     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      31.8    27.5    20.2    10.1     7.7     9.6     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     3.9     3.7     4.4
DL-Comp   : M      17.6    15.2    11.2     5.5     4.2     5.3     0.0
DW(Max)     V       0.5     1.0     1.5     2.0     2.1     2.1     2.4
LL + I    : M+    367.2   320.4   237.6   121.3    93.1   115.4     0.0
            V      34.3    42.3    50.2    59.3    61.8    59.9    69.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.7    42.9    50.3    59.3    61.8    59.9    69.2
            M     346.4   306.6   230.6   121.3    93.6   115.5    -0.0
Total     : M+    601.9   522.5   386.1   195.0   149.5   185.5     0.0
            V      41.3    56.0    70.7    86.6    90.4    87.4   101.8
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    42.7    56.6    70.8    86.6    90.4    87.4   101.8
            M     581.0   508.8   379.1   195.0   149.9   185.6    -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    2.47    5.60    8.73   11.87   15.00
Self wt.  : M       0.0    26.5    21.3    27.9    56.2    76.4    88.5    92.5
(Max)       V      12.3    10.4    10.8    10.3     7.7     5.2     2.6     0.0
Self wt.  : M       0.0    19.1    15.4    20.1    40.5    55.0    63.7    66.6
(Min)       V       8.9     7.5     7.8     7.4     5.6     3.7     1.9     0.0
DL-Prec.  : M       0.0     4.9     4.0     5.2    10.4    14.2    16.4    17.2
DC(Max)     V       2.3     1.9     2.0     1.9     1.4     1.0     0.5     0.0
DL-Prec.  : M       0.0     3.5     2.9     3.7     7.5    10.2    11.8    12.4
DC(Min)     V       1.6     1.4     1.4     1.4     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    36.9    29.6    38.8    78.0   106.1   122.9   128.5
Haunch (Max)V      17.1    14.5    15.0    14.3    10.7     7.2     3.6     0.0
Deck +    : M       0.0    26.5    21.3    27.9    56.2    76.4    88.5    92.5
Haunch (Min)V      12.3    10.4    10.8    10.3     7.7     5.2     2.6     0.0
Diaphragm : M       0.0     0.7     0.6     0.8     1.8     2.7     3.7     4.7
(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     0.6     1.3     2.0     2.7     3.4
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    11.9     9.6    12.6    25.3    34.4    39.8    41.6
DC(Max)     V       5.6     4.7     4.9     4.6     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     8.6     6.9     9.0    18.2    24.7    28.7    30.0
DC(Min)     V       4.0     3.4     3.5     3.3     2.5     1.7     0.8     0.0
DL-Comp   : M       0.0     7.9     6.4     8.3    16.7    22.7    26.4    27.6
DW(Max)     V       3.7     3.1     3.2     3.1     2.3     1.5     0.8     0.0
DL-Comp   : M       0.0     3.4     2.8     3.6     7.3     9.9    11.4    11.9
DW(Min)     V       1.6     1.3     1.4     1.3     1.0     0.7     0.3     0.0
LL + I    : M+      0.0   252.4   203.7   265.3   519.7   700.8   803.3   827.2
            V     151.5   131.0   135.3   129.8   109.8    92.5    75.1    57.8
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   151.5   131.0   135.3   129.8   110.1    93.8    78.0    62.6
            M      -0.0   252.7   204.7   265.3   504.4   670.7   757.7   768.1
Total     : M+      0.0   341.3   275.2   358.8   708.1   957.3  1101.0  1139.2
            V     192.8   165.9   171.5   164.4   135.8   109.9    84.0    58.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   192.8   165.9   171.5   164.4   136.1   111.3    86.9    62.9
            M      -0.0   341.6   276.2   358.8   692.8   927.2  1055.3  1080.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.13   21.27   24.40   27.53   28.16   27.67   30.00
Self wt.  : M      88.5    76.4    56.2    27.9    21.3    26.5     0.0
(Max)       V       2.6     5.2     7.7    10.3    10.8    10.4    12.3
Self wt.  : M      63.7    55.0    40.5    20.1    15.4    19.1     0.0
(Min)       V       1.9     3.7     5.6     7.4     7.8     7.5     8.9
DL-Prec.  : M      16.4    14.2    10.4     5.2     4.0     4.9     0.0
DC(Max)     V       0.5     1.0     1.4     1.9     2.0     1.9     2.3
DL-Prec.  : M      11.8    10.2     7.5     3.7     2.9     3.5     0.0
DC(Min)     V       0.3     0.7     1.0     1.4     1.4     1.4     1.6
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     122.9   106.1    78.0    38.8    29.6    36.9     0.0
Haunch (Max)V       3.6     7.2    10.7    14.3    15.0    14.5    17.1
Deck +    : M      88.5    76.4    56.2    27.9    21.3    26.5     0.0
Haunch (Min)V       2.6     5.2     7.7    10.3    10.8    10.4    12.3
Diaphragm : M       3.7     2.7     1.8     0.8     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       2.7     2.0     1.3     0.6     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      39.8    34.4    25.3    12.6     9.6    11.9     0.0
DC(Max)     V       1.2     2.3     3.5     4.6     4.9     4.7     5.6
DL-Comp   : M      28.7    24.7    18.2     9.0     6.9     8.6     0.0
DC(Min)     V       0.8     1.7     2.5     3.3     3.5     3.4     4.0
DL-Comp   : M      26.4    22.7    16.7     8.3     6.4     7.9     0.0
DW(Max)     V       0.8     1.5     2.3     3.1     3.2     3.1     3.7
DL-Comp   : M      11.4     9.9     7.3     3.6     2.8     3.4     0.0
DW(Min)     V       0.3     0.7     1.0     1.3     1.4     1.3     1.6
LL + I    : M+    803.3   700.8   519.7   265.3   203.7   252.4     0.0
            V      75.1    92.5   109.8   129.8   135.3   131.0   151.5
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    78.0    93.8   110.1   129.8   135.3   131.0   151.5
            M     757.7   670.7   504.4   265.3   204.7   252.7    -0.0
Total     : M+   1101.0   957.3   708.1   358.8   275.2   341.3     0.0
            V      84.0   109.9   135.8   164.4   171.5   165.9   192.8
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    86.9   111.3   136.1   164.4   171.5   165.9   192.8
            M    1055.3   927.2   692.8   358.8   276.2   341.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               12.3             12.3
Deck+Haunch            17.1             17.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            2.3              2.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           27.8             27.8
DL-Comp.(DW)           18.4             18.4
Live                  103.6            103.6
        Truck          86.8             86.8
        Lane           16.8             16.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    2.47    5.60    8.73   11.87   15.00
Self wt.  : M       0.0    21.2    17.1    22.3    45.0    61.1    70.8    74.0
(Max)       V       9.9     8.3     8.7     8.2     6.2     4.1     2.1     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     3.9     3.2     4.1     8.3    11.3    13.1    13.7
DC(Max)     V       1.8     1.5     1.6     1.5     1.1     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    29.5    23.7    31.0    62.4    84.9    98.3   102.8
Haunch (Max)V      13.7    11.6    12.0    11.5     8.6     5.7     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     0.6     0.5     0.6     1.4     2.2     3.0     3.7
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     9.6     7.7    10.1    20.2    27.5    31.8    33.3
DC(Max)     V       4.4     3.7     3.9     3.7     2.8     1.9     0.9     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     5.3     4.2     5.5    11.2    15.2    17.6    18.4
DW(Max)     V       2.4     2.1     2.1     2.0     1.5     1.0     0.5     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   109.5    88.2   115.1   228.9   306.5   347.8   352.9
            V      66.9    59.9    61.4    59.5    52.1    44.7    37.4    30.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    66.9    59.9    61.4    59.5    52.1    44.7    37.4    30.0
            M       0.0   109.5    88.2   115.1   228.9   306.5   347.8   352.9
Total     : M+      0.0   179.5   144.5   188.8   377.4   508.6   582.4   598.8
            V      99.4    87.4    89.9    86.7    72.6    58.5    44.4    30.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    99.4    87.4    89.9    86.7    72.6    58.5    44.4    30.2
            M       0.0   179.5   144.5   188.8   377.4   508.6   582.4   598.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.13   21.27   24.40   27.53   28.16   27.67   30.00
Self wt.  : M      70.8    61.1    45.0    22.3    17.1    21.2     0.0
(Max)       V       2.1     4.1     6.2     8.2     8.7     8.3     9.9
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      13.1    11.3     8.3     4.1     3.2     3.9     0.0
DC(Max)     V       0.4     0.8     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
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      98.3    84.9    62.4    31.0    23.7    29.5     0.0
Haunch (Max)V       2.9     5.7     8.6    11.5    12.0    11.6    13.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       3.0     2.2     1.4     0.6     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      31.8    27.5    20.2    10.1     7.7     9.6     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     3.9     3.7     4.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      17.6    15.2    11.2     5.5     4.2     5.3     0.0
DW(Max)     V       0.5     1.0     1.5     2.0     2.1     2.1     2.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    347.8   306.5   228.9   115.1    88.2   109.5     0.0
            V      37.4    44.7    52.1    59.5    61.4    59.9    66.9
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    37.4    44.7    52.1    59.5    61.4    59.9    66.9
            M     347.8   306.5   228.9   115.1    88.2   109.5     0.0
Total     : M+    582.4   508.6   377.4   188.8   144.5   179.5     0.0
            V      44.4    58.5    72.6    86.7    89.9    87.4    99.4
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    44.4    58.5    72.6    86.7    89.9    87.4    99.4
            M     582.4   508.6   377.4   188.8   144.5   179.5     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    3.13    6.27    9.40   12.53   15.67
 
Beam-Self
Precast-top    0.063   0.065   0.116   0.153   0.174   0.182 
Bottom        -0.056  -0.058  -0.103  -0.136  -0.155  -0.162 
 
Prestress
Precast-top   -0.296  -0.296  -0.296  -0.296  -0.296  -0.296 
Bottom         1.266   1.266   1.266   1.266   1.266   1.266 
 
Total
Precast-top   -0.233  -0.230  -0.179  -0.143  -0.121  -0.114 
Bottom         1.210   1.208   1.162   1.130   1.111   1.104 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.29 %)
             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    2.47    5.60    8.73   11.87   15.00
 
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   0.008   0.006   0.008   0.017   0.022   0.026   0.027 
Precast-top   -0.061  -0.140  -0.123  -0.134   0.003   0.101   0.161   0.182 
Bottom         0.261   1.020   0.862   1.013   0.876   0.778   0.718   0.697 
 

 
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    3.13    6.27    9.40   12.53   15.67
 
Beam-Self
Precast-top    0.063   0.065   0.116   0.153   0.174   0.182 
Bottom        -0.056  -0.058  -0.103  -0.136  -0.155  -0.162 
 
Prestress
Precast-top   -0.296  -0.296  -0.296  -0.296  -0.296  -0.296 
Bottom         1.266   1.266   1.266   1.266   1.266   1.266 
 
Total
Precast-top   -0.233  -0.230  -0.179  -0.143  -0.121  -0.114 
Bottom         1.210   1.208   1.162   1.130   1.111   1.104 
 
As_top  , in2  0.728   0.716   0.000   0.000   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 =  9.29 %)
             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    2.47    5.60    8.73   11.87   15.00
 
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    2.47    5.60    8.73   11.87   15.00
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   0.062   0.050   0.065   0.129   0.173   0.196   0.199 
Precast-top   -0.031  -0.044  -0.040  -0.039   0.056   0.124   0.163   0.175 
Bottom         0.131   0.379   0.325   0.369   0.164   0.022  -0.057  -0.073 
 

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
    192.8    6.5   40.3    0.257   0.0   6.00e-3 50.0    198.1     1.176    1.760      0.34
      0.0    0.2   40.2     42.0 0.164      16.1 0.87    12.00     0.092    1.460 
Transfer:   3.00
    165.9    6.5   40.3    1.155   0.0   3.45e-3 41.1    159.9     0.699    1.760      0.00
    341.6    0.8   39.8    189.0 0.142      24.5 1.34    12.00     0.092    1.756 
Critical:   3.98
    154.5    6.5   40.3    1.220   0.0   2.26e-3 36.9    139.1     0.524    1.760      0.00
    472.8    0.9   39.8    189.0 0.133      32.6 1.78    12.00     0.092    1.885 
0.1L    :   3.13
    164.4    6.5   40.3    1.164   0.0   3.28e-3 40.5    157.3     0.674    1.760      0.00
    358.8    0.8   39.8    189.0 0.141      25.4 1.39    12.00     0.092    1.772 
0.2L    :   6.27
    136.1    6.5   40.3    1.368   0.0   2.22e-3 36.8    118.3     0.445    0.620      0.00
    692.8    1.0   39.8    189.0 0.117      32.9 1.80    24.00     0.092    1.309 
0.3L    :   9.40
    111.3    6.5   40.3    1.573   0.0   2.11e-3 36.4     89.7     0.333    0.496      0.00
    927.2    1.1   39.7    189.0 0.096      33.9 1.86    24.00     0.092    1.356 
0.4L    :  12.53
     86.9    6.5   40.3    1.736   0.0   1.58e-3 34.5     56.6     0.196    0.413      0.00
   1055.3    1.2   39.6    189.0 0.075      40.0 2.19    24.00     0.092    1.647 
0.5L    :  15.67
     62.9    6.5   40.3    1.736   0.0   1.25e-3 33.4     24.7     0.092    0.413      0.00
   1080.2    1.2   39.6    189.0 0.054      45.1 2.48    24.00     0.092    2.426 
0.6L    :  18.80
     86.9    6.5   40.3    1.736   0.0   1.58e-3 34.5     56.6     0.196    0.413      0.00
   1055.3    1.2   39.6    189.0 0.075      40.0 2.19    24.00     0.092    1.647 
0.7L    :  21.93
    111.3    6.5   40.3    1.573   0.0   2.11e-3 36.4     89.7     0.333    0.496      0.00
    927.2    1.1   39.7    189.0 0.096      33.9 1.86    24.00     0.092    1.356 
0.8L    :  25.07
    136.1    6.5   40.3    1.368   0.0   2.22e-3 36.8    118.3     0.445    0.620      0.00
    692.8    1.0   39.8    189.0 0.117      32.9 1.80    24.00     0.092    1.309 
0.9L    :  28.20
    164.4    6.5   40.3    1.164   0.0   3.28e-3 40.5    157.3     0.674    1.760      0.00
    358.8    0.8   39.8    189.0 0.141      25.4 1.39    12.00     0.092    1.772 
Critical:  27.35
    154.5    6.5   40.3    1.220   0.0   2.26e-3 36.9    139.1     0.524    1.760      0.00
    472.8    0.9   39.8    189.0 0.133      32.6 1.78    12.00     0.092    1.885 
Transfer:  28.33
    165.9    6.5   40.3    1.155   0.0   3.45e-3 41.1    159.9     0.699    1.760      0.00
    341.6    0.8   39.8    189.0 0.142      24.5 1.34    12.00     0.092    1.756 
Bearing :  30.67
    192.8    6.5   40.3    0.257   0.0   6.00e-3 50.0    198.1     1.176    1.760      0.34
      0.0    0.2   40.2     42.0 0.164      16.1 0.87    12.00     0.092    1.460 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    0.68
 
 
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
    192.8      5.33     40.25    0.18       40.16    24.00      0.300      1.028      0.000      1.760 
Transfer:      2.33
    165.9      4.63     40.25    0.82       39.84    24.00      0.300      0.792      0.000      1.760 
Critical:      3.32
    154.6      4.31     40.25    0.87       39.82    24.00      0.300      0.688      0.000      1.760 
0.1L    :      2.47
    164.4      4.58     40.25    0.83       39.84    24.00      0.300      0.778      0.000      1.760 
0.2L    :      5.60
    136.1      3.80     40.25    0.97       39.76    24.00      0.300      0.517      0.000      0.620 
0.3L    :      8.73
    111.3      3.12     40.25    1.11       39.69    24.00      0.300      0.288      0.000      0.496 
0.4L    :     11.87
     86.9      2.44     40.25    1.23       39.64    24.00      0.300      0.062      0.000      0.413 
0.5L    :     15.00
     62.9      1.76     40.25    1.23       39.64    24.00      0.300      0.000      0.000      0.413 
0.6L    :     18.13
     86.9      2.44     40.25    1.23       39.64    24.00      0.300      0.062      0.000      0.413 
0.7L    :     21.27
    111.3      3.12     40.25    1.11       39.69    24.00      0.300      0.288      0.000      0.496 
0.8L    :     24.40
    136.1      3.80     40.25    0.97       39.76    24.00      0.300      0.517      0.000      0.620 
0.9L    :     27.53
    164.4      4.58     40.25    0.83       39.84    24.00      0.300      0.778      0.000      1.760 
Critical:     26.68
    154.6      4.31     40.25    0.87       39.82    24.00      0.300      0.688      0.000      1.760 
Transfer:     27.67
    165.9      4.63     40.25    0.82       39.84    24.00      0.300      0.792      0.000      1.760 
Bearing :     30.00
    192.8      5.33     40.25    0.18       40.16    24.00      0.300      1.028      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 = 2.47 ft
Prestress      :       0.060  1.80      0.108  2.20      0.132
Self Wt.       :      -0.010  1.85     -0.018  2.40     -0.024
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          :       0.050            0.090            0.108
 
At 0.2 x L = 5.60 ft
Prestress      :       0.108  1.80      0.195  2.20      0.239
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.045
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          :       0.090            0.160            0.194
 
At 0.3 x L = 8.73 ft
Prestress      :       0.143  1.80      0.257  2.20      0.315
Self Wt.       :      -0.026  1.85     -0.048  2.40     -0.062
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          :       0.117            0.210            0.253
 
At 0.4 x L = 11.87 ft
Prestress      :       0.164  1.80      0.295  2.20      0.360
Self Wt.       :      -0.030  1.85     -0.056  2.40     -0.072
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          :       0.134            0.239            0.288
 
At 0.5 x L = 15.00 ft
Prestress      :       0.171  1.80      0.307  2.20      0.376
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
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          :       0.139            0.249            0.300
 
At 0.6 x L = 18.13 ft
Prestress      :       0.164  1.80      0.295  2.20      0.360
Self Wt.       :      -0.030  1.85     -0.056  2.40     -0.072
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          :       0.134            0.239            0.288
 
At 0.7 x L = 21.27 ft
Prestress      :       0.143  1.80      0.257  2.20      0.315
Self Wt.       :      -0.026  1.85     -0.048  2.40     -0.062
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          :       0.117            0.210            0.253
 
At 0.8 x L = 24.40 ft
Prestress      :       0.108  1.80      0.195  2.20      0.239
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.045
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          :       0.090            0.160            0.194
 
At 0.9 x L = 27.53 ft
Prestress      :       0.060  1.80      0.108  2.20      0.132
Self Wt.       :      -0.010  1.85     -0.018  2.40     -0.024
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          :       0.050            0.090            0.108
 

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
   341.3    40.3  1.155  268.2    1.0   0.82   1028.3  0.128T 1.00       -       -     -     -  
H/2     :   1.84
   275.2    40.3  0.966  268.5    0.8   0.69    862.9  0.154T 1.00       -       -     -     -  
0.1L    :   2.47
   358.8    40.3  1.164  268.2    1.0   0.83   1035.9  0.127T 1.00       -       -     -     -  
0.2L    :   5.60
   708.1    40.3  1.368  267.9    1.1   0.97   1214.4  0.108T 1.00       -       -     -     -  
0.3L    :   8.73
   957.3    40.3  1.573  267.5    1.3   1.11   1391.7  0.094T 1.00       -       -     -     -  
0.4L    :  11.87
  1101.0    40.3  1.736  267.3    1.4   1.23   1532.6  0.085T 1.00       -       -     -     -  
0.5L    :  15.00
  1139.2    40.3  1.736  267.3    1.4   1.23   1532.6  0.085T 1.00    587.0   587.0    2.61    -  
0.6L    :  18.13
  1101.0    40.3  1.736  267.3    1.4   1.23   1532.6  0.085T 1.00    593.1   593.1    2.58    -  
0.7L    :  21.27
   957.3    40.3  1.573  267.5    1.3   1.11   1391.7  0.094T 1.00       -       -     -     -  
0.8L    :  24.40
   708.1    40.3  1.368  267.9    1.1   0.97   1214.4  0.108T 1.00       -       -     -     -  
0.9L    :  27.53
   358.8    40.3  1.164  268.2    1.0   0.83   1035.9  0.127T 1.00       -       -     -     -  
H/2     :  28.16
   275.2    40.3  0.966  268.5    0.8   0.69    862.9  0.154T 1.00       -       -     -     -  
Transfer:  27.67
   341.3    40.3  1.155  268.2    1.0   0.82   1028.3  0.128T 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 1-4; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.043
        M   2.00 Fb     0.289
 
  2   2 E   6.00 Ft    -0.085
        M   6.00 Fb     0.577
 
  3   2 E   6.00 Ft    -0.127
        M   6.00 Fb     0.865
 
  4   2 E   2.00 Ft    -0.233
        M   2.00 Fb     1.210
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 31.33            Release Length, ft: 31.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.10 %               Final losses: 10.39 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.210     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.233       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)                  1532.58     1139.23     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   0.027     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.182     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.020    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   0.175     Midspan
    Pre.Bot:                                                             2.000   0.379    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  15.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.171  1.80      0.307  2.20      0.376
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
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          :       0.139            0.249            0.300
 
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   30.00
     DC  Line       0.087      0.00       0.087   30.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    15.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 31.333 ft
Release length = 31.333 ft
Design  length = 30.000 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)  : 0.937   (Calculated)    
Live Moment (1  lane  loaded)  : 0.719   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.145   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.916   (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     2.47     5.60     8.73    11.87    15.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    633.8    641.1    639.6    641.1    641.1    641.1    641.1    641.1
  Yb      ,  in    17.10    16.95    16.98    16.95    16.95    16.95    16.95    16.95
  MI(Ixx) , in4   100340   101582   101324   101582   101582   101582   101582   101582
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1448.7   1455.7   1454.2   1455.7   1455.7   1455.7   1455.7   1455.7
  Yb      ,  in    30.15    30.02    30.05    30.02    30.02    30.02    30.02    30.02
  MI(Ixx) , in4   296418   301201   300201   301201   301201   301201   301201   301201

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:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 4.00 in):
     4 @  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     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.901 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.877 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.045 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)       
-------------------------------------------------------------------------------------
       250.666         740 185.493      5.091 20618.008   306.735     198.338        
 
 
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       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      7.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00       7.1667      9.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00       9.6670     21.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      21.6663     24.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      24.1667     25.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      25.1667     26.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      26.6667     27.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      27.2083     31.2083    Yes
 
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 31.3333       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg =  4.00 in
         P_init    =      340.3 kips  Ecc = 13.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.07 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.945 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.14 ksi    0.00 ksi
    due to Composite Loads                                 -0.33 ksi    0.00 ksi
    due to Live Loads                                      -2.43 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                         4.90 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.07 ksi  ( 3.10 %)            14.30 ksi ( 7.29 %)
Total Prestress Losses                                    20.37 ksi (10.39 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 175.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    2.47    5.60    8.73   11.87   15.00
Self wt.  : M       0.0    21.2    17.1    22.3    45.0    61.1    70.8    74.0
(Max)       V       9.9     8.3     8.7     8.2     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     3.9     3.2     4.1     8.3    11.3    13.1    13.7
DC(Max)     V       1.8     1.5     1.6     1.5     1.1     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    29.5    23.7    31.0    62.4    84.9    98.3   102.8
Haunch (Max)V      13.7    11.6    12.0    11.5     8.6     5.7     2.9     0.0
Diaphragm : M       0.0     0.6     0.5     0.6     1.4     2.2     3.0     3.7
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0     9.6     7.7    10.1    20.2    27.5    31.8    33.3
DC(Max)     V       4.4     3.7     3.9     3.7     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     5.3     4.2     5.5    11.2    15.2    17.6    18.4
DW(Max)     V       2.4     2.1     2.1     2.0     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   144.2   116.4   151.6   297.0   400.5   459.0   472.7
            V      86.5    74.8    77.3    74.2    62.7    52.8    42.9    33.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    86.5    74.8    77.3    74.2    62.9    53.6    44.6    35.8
            M      -0.0   144.4   117.0   151.6   288.2   383.3   432.9   438.9
Total     : M+      0.0   214.3   172.7   225.3   445.5   602.6   693.7   718.6
            V     119.1   102.4   105.9   101.4    83.2    66.6    49.9    33.3
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   119.1   102.4   105.9   101.4    83.4    67.4    51.6    36.0
            M      -0.0   214.5   173.3   225.3   436.7   585.4   667.6   684.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.13   21.27   24.40   27.53   28.16   27.67   30.00
Self wt.  : M      70.8    61.1    45.0    22.3    17.1    21.2     0.0
(Max)       V       2.1     4.1     6.2     8.2     8.7     8.3     9.9
DL-Prec.  : M      13.1    11.3     8.3     4.1     3.2     3.9     0.0
DC(Max)     V       0.4     0.8     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
Deck +    : M      98.3    84.9    62.4    31.0    23.7    29.5     0.0
Haunch (Max)V       2.9     5.7     8.6    11.5    12.0    11.6    13.7
Diaphragm : M       3.0     2.2     1.4     0.6     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      31.8    27.5    20.2    10.1     7.7     9.6     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     3.9     3.7     4.4
DL-Comp   : M      17.6    15.2    11.2     5.5     4.2     5.3     0.0
DW(Max)     V       0.5     1.0     1.5     2.0     2.1     2.1     2.4
LL + I    : M+    459.0   400.5   297.0   151.6   116.4   144.2     0.0
            V      42.9    52.8    62.7    74.2    77.3    74.8    86.5
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    44.6    53.6    62.9    74.2    77.3    74.8    86.5
            M     432.9   383.3   288.2   151.6   117.0   144.4    -0.0
Total     : M+    693.7   602.6   445.5   225.3   172.7   214.3     0.0
            V      49.9    66.6    83.2   101.4   105.9   102.4   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    51.6    67.4    83.4   101.4   105.9   102.4   119.1
            M     667.6   585.4   436.7   225.3   173.3   214.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                9.9              9.9
Deck+Haunch            13.7             13.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            1.8              1.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           22.2             22.2
DL-Comp.(DW)           12.2             12.2
Live                   59.2             59.2
        Truck          49.6             49.6
        Lane            9.6              9.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    2.47    5.60    8.73   11.87   15.00
Self wt.  : M       0.0    21.2    17.1    22.3    45.0    61.1    70.8    74.0
(Max)       V       9.9     8.3     8.7     8.2     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     3.9     3.2     4.1     8.3    11.3    13.1    13.7
DC(Max)     V       1.8     1.5     1.6     1.5     1.1     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    29.5    23.7    31.0    62.4    84.9    98.3   102.8
Haunch (Max)V      13.7    11.6    12.0    11.5     8.6     5.7     2.9     0.0
Diaphragm : M       0.0     0.6     0.5     0.6     1.4     2.2     3.0     3.7
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0     9.6     7.7    10.1    20.2    27.5    31.8    33.3
DC(Max)     V       4.4     3.7     3.9     3.7     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     5.3     4.2     5.5    11.2    15.2    17.6    18.4
DW(Max)     V       2.4     2.1     2.1     2.0     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   115.4    93.1   121.3   237.6   320.4   367.2   378.1
            V      69.2    59.9    61.8    59.3    50.2    42.3    34.3    26.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    69.2    59.9    61.8    59.3    50.3    42.9    35.7    28.6
            M      -0.0   115.5    93.6   121.3   230.6   306.6   346.4   351.1
Total     : M+      0.0   185.5   149.5   195.0   386.1   522.5   601.9   624.1
            V     101.8    87.4    90.4    86.6    70.7    56.0    41.3    26.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   101.8    87.4    90.4    86.6    70.8    56.6    42.7    28.9
            M      -0.0   185.6   149.9   195.0   379.1   508.8   581.0   597.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.13   21.27   24.40   27.53   28.16   27.67   30.00
Self wt.  : M      70.8    61.1    45.0    22.3    17.1    21.2     0.0
(Max)       V       2.1     4.1     6.2     8.2     8.7     8.3     9.9
DL-Prec.  : M      13.1    11.3     8.3     4.1     3.2     3.9     0.0
DC(Max)     V       0.4     0.8     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
Deck +    : M      98.3    84.9    62.4    31.0    23.7    29.5     0.0
Haunch (Max)V       2.9     5.7     8.6    11.5    12.0    11.6    13.7
Diaphragm : M       3.0     2.2     1.4     0.6     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      31.8    27.5    20.2    10.1     7.7     9.6     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     3.9     3.7     4.4
DL-Comp   : M      17.6    15.2    11.2     5.5     4.2     5.3     0.0
DW(Max)     V       0.5     1.0     1.5     2.0     2.1     2.1     2.4
LL + I    : M+    367.2   320.4   237.6   121.3    93.1   115.4     0.0
            V      34.3    42.3    50.2    59.3    61.8    59.9    69.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.7    42.9    50.3    59.3    61.8    59.9    69.2
            M     346.4   306.6   230.6   121.3    93.6   115.5    -0.0
Total     : M+    601.9   522.5   386.1   195.0   149.5   185.5     0.0
            V      41.3    56.0    70.7    86.6    90.4    87.4   101.8
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    42.7    56.6    70.8    86.6    90.4    87.4   101.8
            M     581.0   508.8   379.1   195.0   149.9   185.6    -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    2.47    5.60    8.73   11.87   15.00
Self wt.  : M       0.0    26.5    21.3    27.9    56.2    76.4    88.5    92.5
(Max)       V      12.3    10.4    10.8    10.3     7.7     5.2     2.6     0.0
Self wt.  : M       0.0    19.1    15.4    20.1    40.5    55.0    63.7    66.6
(Min)       V       8.9     7.5     7.8     7.4     5.6     3.7     1.9     0.0
DL-Prec.  : M       0.0     4.9     4.0     5.2    10.4    14.2    16.4    17.2
DC(Max)     V       2.3     1.9     2.0     1.9     1.4     1.0     0.5     0.0
DL-Prec.  : M       0.0     3.5     2.9     3.7     7.5    10.2    11.8    12.4
DC(Min)     V       1.6     1.4     1.4     1.4     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    36.9    29.6    38.8    78.0   106.1   122.9   128.5
Haunch (Max)V      17.1    14.5    15.0    14.3    10.7     7.2     3.6     0.0
Deck +    : M       0.0    26.5    21.3    27.9    56.2    76.4    88.5    92.5
Haunch (Min)V      12.3    10.4    10.8    10.3     7.7     5.2     2.6     0.0
Diaphragm : M       0.0     0.7     0.6     0.8     1.8     2.7     3.7     4.7
(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     0.6     1.3     2.0     2.7     3.4
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    11.9     9.6    12.6    25.3    34.4    39.8    41.6
DC(Max)     V       5.6     4.7     4.9     4.6     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     8.6     6.9     9.0    18.2    24.7    28.7    30.0
DC(Min)     V       4.0     3.4     3.5     3.3     2.5     1.7     0.8     0.0
DL-Comp   : M       0.0     7.9     6.4     8.3    16.7    22.7    26.4    27.6
DW(Max)     V       3.7     3.1     3.2     3.1     2.3     1.5     0.8     0.0
DL-Comp   : M       0.0     3.4     2.8     3.6     7.3     9.9    11.4    11.9
DW(Min)     V       1.6     1.3     1.4     1.3     1.0     0.7     0.3     0.0
LL + I    : M+      0.0   252.4   203.7   265.3   519.7   700.8   803.3   827.2
            V     151.5   131.0   135.3   129.8   109.8    92.5    75.1    57.8
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   151.5   131.0   135.3   129.8   110.1    93.8    78.0    62.6
            M      -0.0   252.7   204.7   265.3   504.4   670.7   757.7   768.1
Total     : M+      0.0   341.3   275.2   358.8   708.1   957.3  1101.0  1139.2
            V     192.8   165.9   171.5   164.4   135.8   109.9    84.0    58.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   192.8   165.9   171.5   164.4   136.1   111.3    86.9    62.9
            M      -0.0   341.6   276.2   358.8   692.8   927.2  1055.3  1080.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.13   21.27   24.40   27.53   28.16   27.67   30.00
Self wt.  : M      88.5    76.4    56.2    27.9    21.3    26.5     0.0
(Max)       V       2.6     5.2     7.7    10.3    10.8    10.4    12.3
Self wt.  : M      63.7    55.0    40.5    20.1    15.4    19.1     0.0
(Min)       V       1.9     3.7     5.6     7.4     7.8     7.5     8.9
DL-Prec.  : M      16.4    14.2    10.4     5.2     4.0     4.9     0.0
DC(Max)     V       0.5     1.0     1.4     1.9     2.0     1.9     2.3
DL-Prec.  : M      11.8    10.2     7.5     3.7     2.9     3.5     0.0
DC(Min)     V       0.3     0.7     1.0     1.4     1.4     1.4     1.6
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     122.9   106.1    78.0    38.8    29.6    36.9     0.0
Haunch (Max)V       3.6     7.2    10.7    14.3    15.0    14.5    17.1
Deck +    : M      88.5    76.4    56.2    27.9    21.3    26.5     0.0
Haunch (Min)V       2.6     5.2     7.7    10.3    10.8    10.4    12.3
Diaphragm : M       3.7     2.7     1.8     0.8     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       2.7     2.0     1.3     0.6     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      39.8    34.4    25.3    12.6     9.6    11.9     0.0
DC(Max)     V       1.2     2.3     3.5     4.6     4.9     4.7     5.6
DL-Comp   : M      28.7    24.7    18.2     9.0     6.9     8.6     0.0
DC(Min)     V       0.8     1.7     2.5     3.3     3.5     3.4     4.0
DL-Comp   : M      26.4    22.7    16.7     8.3     6.4     7.9     0.0
DW(Max)     V       0.8     1.5     2.3     3.1     3.2     3.1     3.7
DL-Comp   : M      11.4     9.9     7.3     3.6     2.8     3.4     0.0
DW(Min)     V       0.3     0.7     1.0     1.3     1.4     1.3     1.6
LL + I    : M+    803.3   700.8   519.7   265.3   203.7   252.4     0.0
            V      75.1    92.5   109.8   129.8   135.3   131.0   151.5
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    78.0    93.8   110.1   129.8   135.3   131.0   151.5
            M     757.7   670.7   504.4   265.3   204.7   252.7    -0.0
Total     : M+   1101.0   957.3   708.1   358.8   275.2   341.3     0.0
            V      84.0   109.9   135.8   164.4   171.5   165.9   192.8
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    86.9   111.3   136.1   164.4   171.5   165.9   192.8
            M    1055.3   927.2   692.8   358.8   276.2   341.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               12.3             12.3
Deck+Haunch            17.1             17.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            2.3              2.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           27.8             27.8
DL-Comp.(DW)           18.4             18.4
Live                  103.6            103.6
        Truck          86.8             86.8
        Lane           16.8             16.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    2.47    5.60    8.73   11.87   15.00
Self wt.  : M       0.0    21.2    17.1    22.3    45.0    61.1    70.8    74.0
(Max)       V       9.9     8.3     8.7     8.2     6.2     4.1     2.1     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     3.9     3.2     4.1     8.3    11.3    13.1    13.7
DC(Max)     V       1.8     1.5     1.6     1.5     1.1     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    29.5    23.7    31.0    62.4    84.9    98.3   102.8
Haunch (Max)V      13.7    11.6    12.0    11.5     8.6     5.7     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     0.6     0.5     0.6     1.4     2.2     3.0     3.7
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     9.6     7.7    10.1    20.2    27.5    31.8    33.3
DC(Max)     V       4.4     3.7     3.9     3.7     2.8     1.9     0.9     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     5.3     4.2     5.5    11.2    15.2    17.6    18.4
DW(Max)     V       2.4     2.1     2.1     2.0     1.5     1.0     0.5     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   109.5    88.2   115.1   228.9   306.5   347.8   352.9
            V      66.9    59.9    61.4    59.5    52.1    44.7    37.4    30.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    66.9    59.9    61.4    59.5    52.1    44.7    37.4    30.0
            M       0.0   109.5    88.2   115.1   228.9   306.5   347.8   352.9
Total     : M+      0.0   179.5   144.5   188.8   377.4   508.6   582.4   598.8
            V      99.4    87.4    89.9    86.7    72.6    58.5    44.4    30.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    99.4    87.4    89.9    86.7    72.6    58.5    44.4    30.2
            M       0.0   179.5   144.5   188.8   377.4   508.6   582.4   598.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.13   21.27   24.40   27.53   28.16   27.67   30.00
Self wt.  : M      70.8    61.1    45.0    22.3    17.1    21.2     0.0
(Max)       V       2.1     4.1     6.2     8.2     8.7     8.3     9.9
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      13.1    11.3     8.3     4.1     3.2     3.9     0.0
DC(Max)     V       0.4     0.8     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
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      98.3    84.9    62.4    31.0    23.7    29.5     0.0
Haunch (Max)V       2.9     5.7     8.6    11.5    12.0    11.6    13.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       3.0     2.2     1.4     0.6     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      31.8    27.5    20.2    10.1     7.7     9.6     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     3.9     3.7     4.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      17.6    15.2    11.2     5.5     4.2     5.3     0.0
DW(Max)     V       0.5     1.0     1.5     2.0     2.1     2.1     2.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    347.8   306.5   228.9   115.1    88.2   109.5     0.0
            V      37.4    44.7    52.1    59.5    61.4    59.9    66.9
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    37.4    44.7    52.1    59.5    61.4    59.9    66.9
            M     347.8   306.5   228.9   115.1    88.2   109.5     0.0
Total     : M+    582.4   508.6   377.4   188.8   144.5   179.5     0.0
            V      44.4    58.5    72.6    86.7    89.9    87.4    99.4
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    44.4    58.5    72.6    86.7    89.9    87.4    99.4
            M     582.4   508.6   377.4   188.8   144.5   179.5     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    3.13    6.27    9.40   12.53   15.67
 
Beam-Self
Precast-top    0.063   0.065   0.116   0.153   0.174   0.182 
Bottom        -0.056  -0.058  -0.103  -0.136  -0.155  -0.162 
 
Prestress
Precast-top   -0.296  -0.296  -0.296  -0.296  -0.296  -0.296 
Bottom         1.266   1.266   1.266   1.266   1.266   1.266 
 
Total
Precast-top   -0.233  -0.230  -0.179  -0.143  -0.121  -0.114 
Bottom         1.210   1.208   1.162   1.130   1.111   1.104 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.29 %)
             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    2.47    5.60    8.73   11.87   15.00
 
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   0.008   0.006   0.008   0.017   0.022   0.026   0.027 
Precast-top   -0.061  -0.140  -0.123  -0.134   0.003   0.101   0.161   0.182 
Bottom         0.261   1.020   0.862   1.013   0.876   0.778   0.718   0.697 
 

 
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    3.13    6.27    9.40   12.53   15.67
 
Beam-Self
Precast-top    0.063   0.065   0.116   0.153   0.174   0.182 
Bottom        -0.056  -0.058  -0.103  -0.136  -0.155  -0.162 
 
Prestress
Precast-top   -0.296  -0.296  -0.296  -0.296  -0.296  -0.296 
Bottom         1.266   1.266   1.266   1.266   1.266   1.266 
 
Total
Precast-top   -0.233  -0.230  -0.179  -0.143  -0.121  -0.114 
Bottom         1.210   1.208   1.162   1.130   1.111   1.104 
 
As_top  , in2  0.728   0.716   0.000   0.000   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 =  9.29 %)
             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    2.47    5.60    8.73   11.87   15.00
 
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    2.47    5.60    8.73   11.87   15.00
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   0.062   0.050   0.065   0.129   0.173   0.196   0.199 
Precast-top   -0.031  -0.044  -0.040  -0.039   0.056   0.124   0.163   0.175 
Bottom         0.131   0.379   0.325   0.369   0.164   0.022  -0.057  -0.073 
 

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
    192.8    6.5   40.3    0.257   0.0   6.00e-3 50.0    198.1     1.176    1.760      0.34
      0.0    0.2   40.2     42.0 0.164      16.1 0.87    12.00     0.092    1.460 
Transfer:   3.00
    165.9    6.5   40.3    1.155   0.0   3.45e-3 41.1    159.9     0.699    1.760      0.00
    341.6    0.8   39.8    189.0 0.142      24.5 1.34    12.00     0.092    1.756 
Critical:   3.98
    154.5    6.5   40.3    1.220   0.0   2.26e-3 36.9    139.1     0.524    1.760      0.00
    472.8    0.9   39.8    189.0 0.133      32.6 1.78    12.00     0.092    1.885 
0.1L    :   3.13
    164.4    6.5   40.3    1.164   0.0   3.28e-3 40.5    157.3     0.674    1.760      0.00
    358.8    0.8   39.8    189.0 0.141      25.4 1.39    12.00     0.092    1.772 
0.2L    :   6.27
    136.1    6.5   40.3    1.368   0.0   2.22e-3 36.8    118.3     0.445    0.620      0.00
    692.8    1.0   39.8    189.0 0.117      32.9 1.80    24.00     0.092    1.309 
0.3L    :   9.40
    111.3    6.5   40.3    1.573   0.0   2.11e-3 36.4     89.7     0.333    0.496      0.00
    927.2    1.1   39.7    189.0 0.096      33.9 1.86    24.00     0.092    1.356 
0.4L    :  12.53
     86.9    6.5   40.3    1.736   0.0   1.58e-3 34.5     56.6     0.196    0.413      0.00
   1055.3    1.2   39.6    189.0 0.075      40.0 2.19    24.00     0.092    1.647 
0.5L    :  15.67
     62.9    6.5   40.3    1.736   0.0   1.25e-3 33.4     24.7     0.092    0.413      0.00
   1080.2    1.2   39.6    189.0 0.054      45.1 2.48    24.00     0.092    2.426 
0.6L    :  18.80
     86.9    6.5   40.3    1.736   0.0   1.58e-3 34.5     56.6     0.196    0.413      0.00
   1055.3    1.2   39.6    189.0 0.075      40.0 2.19    24.00     0.092    1.647 
0.7L    :  21.93
    111.3    6.5   40.3    1.573   0.0   2.11e-3 36.4     89.7     0.333    0.496      0.00
    927.2    1.1   39.7    189.0 0.096      33.9 1.86    24.00     0.092    1.356 
0.8L    :  25.07
    136.1    6.5   40.3    1.368   0.0   2.22e-3 36.8    118.3     0.445    0.620      0.00
    692.8    1.0   39.8    189.0 0.117      32.9 1.80    24.00     0.092    1.309 
0.9L    :  28.20
    164.4    6.5   40.3    1.164   0.0   3.28e-3 40.5    157.3     0.674    1.760      0.00
    358.8    0.8   39.8    189.0 0.141      25.4 1.39    12.00     0.092    1.772 
Critical:  27.35
    154.5    6.5   40.3    1.220   0.0   2.26e-3 36.9    139.1     0.524    1.760      0.00
    472.8    0.9   39.8    189.0 0.133      32.6 1.78    12.00     0.092    1.885 
Transfer:  28.33
    165.9    6.5   40.3    1.155   0.0   3.45e-3 41.1    159.9     0.699    1.760      0.00
    341.6    0.8   39.8    189.0 0.142      24.5 1.34    12.00     0.092    1.756 
Bearing :  30.67
    192.8    6.5   40.3    0.257   0.0   6.00e-3 50.0    198.1     1.176    1.760      0.34
      0.0    0.2   40.2     42.0 0.164      16.1 0.87    12.00     0.092    1.460 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    0.68
 
 
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
    192.8      5.33     40.25    0.18       40.16    24.00      0.300      1.028      0.000      1.760 
Transfer:      2.33
    165.9      4.63     40.25    0.82       39.84    24.00      0.300      0.792      0.000      1.760 
Critical:      3.32
    154.6      4.31     40.25    0.87       39.82    24.00      0.300      0.688      0.000      1.760 
0.1L    :      2.47
    164.4      4.58     40.25    0.83       39.84    24.00      0.300      0.778      0.000      1.760 
0.2L    :      5.60
    136.1      3.80     40.25    0.97       39.76    24.00      0.300      0.517      0.000      0.620 
0.3L    :      8.73
    111.3      3.12     40.25    1.11       39.69    24.00      0.300      0.288      0.000      0.496 
0.4L    :     11.87
     86.9      2.44     40.25    1.23       39.64    24.00      0.300      0.062      0.000      0.413 
0.5L    :     15.00
     62.9      1.76     40.25    1.23       39.64    24.00      0.300      0.000      0.000      0.413 
0.6L    :     18.13
     86.9      2.44     40.25    1.23       39.64    24.00      0.300      0.062      0.000      0.413 
0.7L    :     21.27
    111.3      3.12     40.25    1.11       39.69    24.00      0.300      0.288      0.000      0.496 
0.8L    :     24.40
    136.1      3.80     40.25    0.97       39.76    24.00      0.300      0.517      0.000      0.620 
0.9L    :     27.53
    164.4      4.58     40.25    0.83       39.84    24.00      0.300      0.778      0.000      1.760 
Critical:     26.68
    154.6      4.31     40.25    0.87       39.82    24.00      0.300      0.688      0.000      1.760 
Transfer:     27.67
    165.9      4.63     40.25    0.82       39.84    24.00      0.300      0.792      0.000      1.760 
Bearing :     30.00
    192.8      5.33     40.25    0.18       40.16    24.00      0.300      1.028      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 = 2.47 ft
Prestress      :       0.060  1.80      0.108  2.20      0.132
Self Wt.       :      -0.010  1.85     -0.018  2.40     -0.024
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          :       0.050            0.090            0.108
 
At 0.2 x L = 5.60 ft
Prestress      :       0.108  1.80      0.195  2.20      0.239
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.045
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          :       0.090            0.160            0.194
 
At 0.3 x L = 8.73 ft
Prestress      :       0.143  1.80      0.257  2.20      0.315
Self Wt.       :      -0.026  1.85     -0.048  2.40     -0.062
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          :       0.117            0.210            0.253
 
At 0.4 x L = 11.87 ft
Prestress      :       0.164  1.80      0.295  2.20      0.360
Self Wt.       :      -0.030  1.85     -0.056  2.40     -0.072
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          :       0.134            0.239            0.288
 
At 0.5 x L = 15.00 ft
Prestress      :       0.171  1.80      0.307  2.20      0.376
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
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          :       0.139            0.249            0.300
 
At 0.6 x L = 18.13 ft
Prestress      :       0.164  1.80      0.295  2.20      0.360
Self Wt.       :      -0.030  1.85     -0.056  2.40     -0.072
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          :       0.134            0.239            0.288
 
At 0.7 x L = 21.27 ft
Prestress      :       0.143  1.80      0.257  2.20      0.315
Self Wt.       :      -0.026  1.85     -0.048  2.40     -0.062
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          :       0.117            0.210            0.253
 
At 0.8 x L = 24.40 ft
Prestress      :       0.108  1.80      0.195  2.20      0.239
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.045
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          :       0.090            0.160            0.194
 
At 0.9 x L = 27.53 ft
Prestress      :       0.060  1.80      0.108  2.20      0.132
Self Wt.       :      -0.010  1.85     -0.018  2.40     -0.024
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          :       0.050            0.090            0.108
 

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
   341.3    40.3  1.155  268.2    1.0   0.82   1028.3  0.128T 1.00       -       -     -     -  
H/2     :   1.84
   275.2    40.3  0.966  268.5    0.8   0.69    862.9  0.154T 1.00       -       -     -     -  
0.1L    :   2.47
   358.8    40.3  1.164  268.2    1.0   0.83   1035.9  0.127T 1.00       -       -     -     -  
0.2L    :   5.60
   708.1    40.3  1.368  267.9    1.1   0.97   1214.4  0.108T 1.00       -       -     -     -  
0.3L    :   8.73
   957.3    40.3  1.573  267.5    1.3   1.11   1391.7  0.094T 1.00       -       -     -     -  
0.4L    :  11.87
  1101.0    40.3  1.736  267.3    1.4   1.23   1532.6  0.085T 1.00       -       -     -     -  
0.5L    :  15.00
  1139.2    40.3  1.736  267.3    1.4   1.23   1532.6  0.085T 1.00    587.0   587.0    2.61    -  
0.6L    :  18.13
  1101.0    40.3  1.736  267.3    1.4   1.23   1532.6  0.085T 1.00    593.1   593.1    2.58    -  
0.7L    :  21.27
   957.3    40.3  1.573  267.5    1.3   1.11   1391.7  0.094T 1.00       -       -     -     -  
0.8L    :  24.40
   708.1    40.3  1.368  267.9    1.1   0.97   1214.4  0.108T 1.00       -       -     -     -  
0.9L    :  27.53
   358.8    40.3  1.164  268.2    1.0   0.83   1035.9  0.127T 1.00       -       -     -     -  
H/2     :  28.16
   275.2    40.3  0.966  268.5    0.8   0.69    862.9  0.154T 1.00       -       -     -     -  
Transfer:  27.67
   341.3    40.3  1.155  268.2    1.0   0.82   1028.3  0.128T 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 1-4; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.043
        M   2.00 Fb     0.289
 
  2   2 E   6.00 Ft    -0.085
        M   6.00 Fb     0.577
 
  3   2 E   6.00 Ft    -0.127
        M   6.00 Fb     0.865
 
  4   2 E   2.00 Ft    -0.233
        M   2.00 Fb     1.210
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 31.33            Release Length, ft: 31.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.10 %               Final losses: 10.39 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.210     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.233       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)                  1532.58     1139.23     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   0.027     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.182     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.020    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   0.175     Midspan
    Pre.Bot:                                                             2.000   0.379    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  15.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.171  1.80      0.307  2.20      0.376
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
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          :       0.139            0.249            0.300
 
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   30.00
     DC  Line       0.076      0.00       0.076   30.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    15.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 31.333 ft
Release length = 31.333 ft
Design  length = 30.000 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)  : 0.917   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.910   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.003   (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     2.47     5.60     8.73    11.87    15.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    633.8    641.1    639.6    641.1    641.1    641.1    641.1    641.1
  Yb      ,  in    17.10    16.95    16.98    16.95    16.95    16.95    16.95    16.95
  MI(Ixx) , in4   100340   101582   101324   101582   101582   101582   101582   101582
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1351.5   1358.5   1357.0   1358.5   1358.5   1358.5   1358.5   1358.5
  Yb      ,  in    29.41    29.28    29.31    29.28    29.28    29.28    29.28    29.28
  MI(Ixx) , in4   285034   289550   288606   289550   289550   289550   289550   289550

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:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 4.00 in):
     4 @  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     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.872 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.840 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.045 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)       
-------------------------------------------------------------------------------------
       250.666         740 185.493      5.091 20618.008   306.735     198.338        
 
 
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       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      7.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00       7.1667      9.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00       9.6670     21.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      21.6663     24.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      24.1667     25.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      25.1667     26.6667    Yes
      2      US#6[M19]       60.00        0.88       6.50      26.6667     27.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      27.2083     31.2083    Yes
 
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 31.3333       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg =  4.00 in
         P_init    =      340.3 kips  Ecc = 13.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.07 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.945 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.00 ksi    0.00 ksi
    due to Composite Loads                                 -0.34 ksi    0.00 ksi
    due to Live Loads                                      -2.41 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                         4.90 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.07 ksi  ( 3.10 %)            14.47 ksi ( 7.38 %)
Total Prestress Losses                                    20.54 ksi (10.48 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 175.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    2.47    5.60    8.73   11.87   15.00
Self wt.  : M       0.0    21.2    17.1    22.3    45.0    61.1    70.8    74.0
(Max)       V       9.9     8.3     8.7     8.2     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     3.6     2.9     3.8     7.6    10.4    12.0    12.6
DC(Max)     V       1.7     1.4     1.5     1.4     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    26.0    20.9    27.3    55.0    74.7    86.6    90.5
Haunch (Max)V      12.1    10.2    10.6    10.1     7.6     5.0     2.5     0.0
Diaphragm : M       0.0     0.3     0.2     0.3     0.7     1.1     1.5     1.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0     9.6     7.7    10.1    20.2    27.5    31.8    33.3
DC(Max)     V       4.4     3.7     3.9     3.7     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     5.3     4.2     5.5    11.2    15.2    17.6    18.4
DW(Max)     V       2.4     2.1     2.1     2.0     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   141.1   113.9   148.3   290.6   391.9   449.3   462.6
            V      75.8    65.5    67.7    65.0    54.9    46.3    37.6    28.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    75.8    65.5    67.7    65.0    55.1    47.0    39.0    31.3
            M      -0.0   141.3   114.5   148.3   282.1   375.1   423.7   429.6
Total     : M+      0.0   207.1   166.9   217.7   430.3   581.9   669.6   693.2
            V     106.4    91.4    94.6    90.6    74.2    59.1    44.1    29.0
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   106.4    91.4    94.6    90.6    74.3    59.8    45.5    31.4
            M      -0.0   207.2   167.5   217.7   421.7   565.1   644.0   660.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.13   21.27   24.40   27.53   28.16   27.67   30.00
Self wt.  : M      70.8    61.1    45.0    22.3    17.1    21.2     0.0
(Max)       V       2.1     4.1     6.2     8.2     8.7     8.3     9.9
DL-Prec.  : M      12.0    10.4     7.6     3.8     2.9     3.6     0.0
DC(Max)     V       0.3     0.7     1.0     1.4     1.5     1.4     1.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      86.6    74.7    55.0    27.3    20.9    26.0     0.0
Haunch (Max)V       2.5     5.0     7.6    10.1    10.6    10.2    12.1
Diaphragm : M       1.5     1.1     0.7     0.3     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      31.8    27.5    20.2    10.1     7.7     9.6     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     3.9     3.7     4.4
DL-Comp   : M      17.6    15.2    11.2     5.5     4.2     5.3     0.0
DW(Max)     V       0.5     1.0     1.5     2.0     2.1     2.1     2.4
LL + I    : M+    449.3   391.9   290.6   148.3   113.9   141.1     0.0
            V      37.6    46.3    54.9    65.0    67.7    65.5    75.8
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    39.0    47.0    55.1    65.0    67.7    65.5    75.8
            M     423.7   375.1   282.1   148.3   114.5   141.3    -0.0
Total     : M+    669.6   581.9   430.3   217.7   166.9   207.1     0.0
            V      44.1    59.1    74.2    90.6    94.6    91.4   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    45.5    59.8    74.3    90.6    94.6    91.4   106.4
            M     644.0   565.1   421.7   217.7   167.5   207.2    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                9.9              9.9
Deck+Haunch            12.1             12.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.7              1.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           22.2             22.2
DL-Comp.(DW)           12.2             12.2
Live                   59.2             59.2
        Truck          49.6             49.6
        Lane            9.6              9.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    2.47    5.60    8.73   11.87   15.00
Self wt.  : M       0.0    21.2    17.1    22.3    45.0    61.1    70.8    74.0
(Max)       V       9.9     8.3     8.7     8.2     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     3.6     2.9     3.8     7.6    10.4    12.0    12.6
DC(Max)     V       1.7     1.4     1.5     1.4     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    26.0    20.9    27.3    55.0    74.7    86.6    90.5
Haunch (Max)V      12.1    10.2    10.6    10.1     7.6     5.0     2.5     0.0
Diaphragm : M       0.0     0.3     0.2     0.3     0.7     1.1     1.5     1.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0     9.6     7.7    10.1    20.2    27.5    31.8    33.3
DC(Max)     V       4.4     3.7     3.9     3.7     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     5.3     4.2     5.5    11.2    15.2    17.6    18.4
DW(Max)     V       2.4     2.1     2.1     2.0     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   112.9    91.1   118.7   232.5   313.6   359.4   370.1
            V      60.6    52.4    54.1    52.0    44.0    37.0    30.1    23.1
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    60.6    52.4    54.1    52.0    44.1    37.6    31.2    25.0
            M      -0.0   113.0    91.6   118.7   225.7   300.1   339.0   343.6
Total     : M+      0.0   178.9   144.1   188.0   372.2   503.5   579.7   600.7
            V      91.3    78.3    81.0    77.6    63.2    49.9    36.6    23.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    91.3    78.3    81.0    77.6    63.3    50.4    37.7    25.2
            M      -0.0   179.0   144.6   188.0   365.3   490.0   559.3   574.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.13   21.27   24.40   27.53   28.16   27.67   30.00
Self wt.  : M      70.8    61.1    45.0    22.3    17.1    21.2     0.0
(Max)       V       2.1     4.1     6.2     8.2     8.7     8.3     9.9
DL-Prec.  : M      12.0    10.4     7.6     3.8     2.9     3.6     0.0
DC(Max)     V       0.3     0.7     1.0     1.4     1.5     1.4     1.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      86.6    74.7    55.0    27.3    20.9    26.0     0.0
Haunch (Max)V       2.5     5.0     7.6    10.1    10.6    10.2    12.1
Diaphragm : M       1.5     1.1     0.7     0.3     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      31.8    27.5    20.2    10.1     7.7     9.6     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     3.9     3.7     4.4
DL-Comp   : M      17.6    15.2    11.2     5.5     4.2     5.3     0.0
DW(Max)     V       0.5     1.0     1.5     2.0     2.1     2.1     2.4
LL + I    : M+    359.4   313.6   232.5   118.7    91.1   112.9     0.0
            V      30.1    37.0    44.0    52.0    54.1    52.4    60.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    31.2    37.6    44.1    52.0    54.1    52.4    60.6
            M     339.0   300.1   225.7   118.7    91.6   113.0    -0.0
Total     : M+    579.7   503.5   372.2   188.0   144.1   178.9     0.0
            V      36.6    49.9    63.2    77.6    81.0    78.3    91.3
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    37.7    50.4    63.3    77.6    81.0    78.3    91.3
            M     559.3   490.0   365.3   188.0   144.6   179.0    -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    2.47    5.60    8.73   11.87   15.00
Self wt.  : M       0.0    26.5    21.3    27.9    56.2    76.4    88.5    92.5
(Max)       V      12.3    10.4    10.8    10.3     7.7     5.2     2.6     0.0
Self wt.  : M       0.0    19.1    15.4    20.1    40.5    55.0    63.7    66.6
(Min)       V       8.9     7.5     7.8     7.4     5.6     3.7     1.9     0.0
DL-Prec.  : M       0.0     4.5     3.6     4.7     9.5    13.0    15.0    15.7
DC(Max)     V       2.1     1.8     1.8     1.7     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     3.2     2.6     3.4     6.9     9.3    10.8    11.3
DC(Min)     V       1.5     1.3     1.3     1.3     0.9     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    32.5    26.1    34.2    68.7    93.4   108.2   113.2
Haunch (Max)V      15.1    12.7    13.2    12.6     9.5     6.3     3.2     0.0
Deck +    : M       0.0    23.4    18.8    24.6    49.5    67.3    77.9    81.5
Haunch (Min)V      10.9     9.2     9.5     9.1     6.8     4.5     2.3     0.0
Diaphragm : M       0.0     0.4     0.3     0.4     0.9     1.4     1.9     2.3
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.3     0.6     1.0     1.3     1.7
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.9     9.6    12.6    25.3    34.4    39.8    41.6
DC(Max)     V       5.6     4.7     4.9     4.6     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     8.6     6.9     9.0    18.2    24.7    28.7    30.0
DC(Min)     V       4.0     3.4     3.5     3.3     2.5     1.7     0.8     0.0
DL-Comp   : M       0.0     7.9     6.4     8.3    16.7    22.7    26.4    27.6
DW(Max)     V       3.7     3.1     3.2     3.1     2.3     1.5     0.8     0.0
DL-Comp   : M       0.0     3.4     2.8     3.6     7.3     9.9    11.4    11.9
DW(Min)     V       1.6     1.3     1.4     1.3     1.0     0.7     0.3     0.0
LL + I    : M+      0.0   247.0   199.3   259.6   508.6   685.9   786.2   809.5
            V     132.6   114.7   118.5   113.7    96.1    81.0    65.8    50.6
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   132.6   114.7   118.5   113.7    96.4    82.2    68.3    54.8
            M      -0.0   247.3   200.3   259.6   493.7   656.4   741.5   751.7
Total     : M+      0.0   330.7   266.7   347.7   686.0   927.1  1066.0  1102.4
            V     171.5   147.6   152.6   146.2   120.6    97.3    74.0    50.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   171.5   147.6   152.6   146.2   120.8    98.5    76.6    54.9
            M      -0.0   331.0   267.6   347.7   671.0   897.7  1021.3  1044.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.13   21.27   24.40   27.53   28.16   27.67   30.00
Self wt.  : M      88.5    76.4    56.2    27.9    21.3    26.5     0.0
(Max)       V       2.6     5.2     7.7    10.3    10.8    10.4    12.3
Self wt.  : M      63.7    55.0    40.5    20.1    15.4    19.1     0.0
(Min)       V       1.9     3.7     5.6     7.4     7.8     7.5     8.9
DL-Prec.  : M      15.0    13.0     9.5     4.7     3.6     4.5     0.0
DC(Max)     V       0.4     0.9     1.3     1.7     1.8     1.8     2.1
DL-Prec.  : M      10.8     9.3     6.9     3.4     2.6     3.2     0.0
DC(Min)     V       0.3     0.6     0.9     1.3     1.3     1.3     1.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     108.2    93.4    68.7    34.2    26.1    32.5     0.0
Haunch (Max)V       3.2     6.3     9.5    12.6    13.2    12.7    15.1
Deck +    : M      77.9    67.3    49.5    24.6    18.8    23.4     0.0
Haunch (Min)V       2.3     4.5     6.8     9.1     9.5     9.2    10.9
Diaphragm : M       1.9     1.4     0.9     0.4     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       1.3     1.0     0.6     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      39.8    34.4    25.3    12.6     9.6    11.9     0.0
DC(Max)     V       1.2     2.3     3.5     4.6     4.9     4.7     5.6
DL-Comp   : M      28.7    24.7    18.2     9.0     6.9     8.6     0.0
DC(Min)     V       0.8     1.7     2.5     3.3     3.5     3.4     4.0
DL-Comp   : M      26.4    22.7    16.7     8.3     6.4     7.9     0.0
DW(Max)     V       0.8     1.5     2.3     3.1     3.2     3.1     3.7
DL-Comp   : M      11.4     9.9     7.3     3.6     2.8     3.4     0.0
DW(Min)     V       0.3     0.7     1.0     1.3     1.4     1.3     1.6
LL + I    : M+    786.2   685.9   508.6   259.6   199.3   247.0     0.0
            V      65.8    81.0    96.1   113.7   118.5   114.7   132.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    68.3    82.2    96.4   113.7   118.5   114.7   132.6
            M     741.5   656.4   493.7   259.6   200.3   247.3    -0.0
Total     : M+   1066.0   927.1   686.0   347.7   266.7   330.7     0.0
            V      74.0    97.3   120.6   146.2   152.6   147.6   171.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    76.6    98.5   120.8   146.2   152.6   147.6   171.5
            M    1021.3   897.7   671.0   347.7   267.6   331.0    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               12.3             12.3
Deck+Haunch            15.1             15.1
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.1              2.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           27.8             27.8
DL-Comp.(DW)           18.4             18.4
Live                  103.6            103.6
        Truck          86.8             86.8
        Lane           16.8             16.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    2.47    5.60    8.73   11.87   15.00
Self wt.  : M       0.0    21.2    17.1    22.3    45.0    61.1    70.8    74.0
(Max)       V       9.9     8.3     8.7     8.2     6.2     4.1     2.1     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     3.6     2.9     3.8     7.6    10.4    12.0    12.6
DC(Max)     V       1.7     1.4     1.5     1.4     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    26.0    20.9    27.3    55.0    74.7    86.6    90.5
Haunch (Max)V      12.1    10.2    10.6    10.1     7.6     5.0     2.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.2     0.3     0.7     1.1     1.5     1.9
(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     9.6     7.7    10.1    20.2    27.5    31.8    33.3
DC(Max)     V       4.4     3.7     3.9     3.7     2.8     1.9     0.9     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     5.3     4.2     5.5    11.2    15.2    17.6    18.4
DW(Max)     V       2.4     2.1     2.1     2.0     1.5     1.0     0.5     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   121.9    98.1   128.1   254.9   341.2   387.2   392.9
            V      73.2    65.6    67.2    65.1    57.0    49.0    40.9    32.8
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    73.2    65.6    67.2    65.1    57.0    49.0    40.9    32.8
            M       0.0   121.9    98.1   128.1   254.9   341.2   387.2   392.9
Total     : M+      0.0   187.8   151.2   197.5   394.5   531.2   607.5   623.5
            V     103.8    91.4    94.0    90.7    76.3    61.8    47.4    33.0
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   103.8    91.4    94.0    90.7    76.3    61.8    47.4    33.0
            M       0.0   187.8   151.2   197.5   394.5   531.2   607.5   623.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.13   21.27   24.40   27.53   28.16   27.67   30.00
Self wt.  : M      70.8    61.1    45.0    22.3    17.1    21.2     0.0
(Max)       V       2.1     4.1     6.2     8.2     8.7     8.3     9.9
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      12.0    10.4     7.6     3.8     2.9     3.6     0.0
DC(Max)     V       0.3     0.7     1.0     1.4     1.5     1.4     1.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      86.6    74.7    55.0    27.3    20.9    26.0     0.0
Haunch (Max)V       2.5     5.0     7.6    10.1    10.6    10.2    12.1
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       1.5     1.1     0.7     0.3     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      31.8    27.5    20.2    10.1     7.7     9.6     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     3.9     3.7     4.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      17.6    15.2    11.2     5.5     4.2     5.3     0.0
DW(Max)     V       0.5     1.0     1.5     2.0     2.1     2.1     2.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    387.2   341.2   254.9   128.1    98.1   121.9     0.0
            V      40.9    49.0    57.0    65.1    67.2    65.6    73.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.9    49.0    57.0    65.1    67.2    65.6    73.2
            M     387.2   341.2   254.9   128.1    98.1   121.9     0.0
Total     : M+    607.5   531.2   394.5   197.5   151.2   187.8     0.0
            V      47.4    61.8    76.3    90.7    94.0    91.4   103.8
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    47.4    61.8    76.3    90.7    94.0    91.4   103.8
            M     607.5   531.2   394.5   197.5   151.2   187.8     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    3.13    6.27    9.40   12.53   15.67
 
Beam-Self
Precast-top    0.063   0.065   0.116   0.153   0.174   0.182 
Bottom        -0.056  -0.058  -0.103  -0.136  -0.155  -0.162 
 
Prestress
Precast-top   -0.296  -0.296  -0.296  -0.296  -0.296  -0.296 
Bottom         1.266   1.266   1.266   1.266   1.266   1.266 
 
Total
Precast-top   -0.233  -0.230  -0.179  -0.143  -0.121  -0.114 
Bottom         1.210   1.208   1.162   1.130   1.111   1.104 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.29 %)
             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    2.47    5.60    8.73   11.87   15.00
 
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   0.009   0.018   0.025   0.028   0.030 
Precast-top   -0.061  -0.149  -0.130  -0.143  -0.016   0.075   0.130   0.149 
Bottom         0.261   1.028   0.868   1.022   0.893   0.802   0.746   0.727 
 

 
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    3.13    6.27    9.40   12.53   15.67
 
Beam-Self
Precast-top    0.063   0.065   0.116   0.153   0.174   0.182 
Bottom        -0.056  -0.058  -0.103  -0.136  -0.155  -0.162 
 
Prestress
Precast-top   -0.296  -0.296  -0.296  -0.296  -0.296  -0.296 
Bottom         1.266   1.266   1.266   1.266   1.266   1.266 
 
Total
Precast-top   -0.233  -0.230  -0.179  -0.143  -0.121  -0.114 
Bottom         1.210   1.208   1.162   1.130   1.111   1.104 
 
As_top  , in2  0.728   0.716   0.000   0.000   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 =  9.29 %)
             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    2.47    5.60    8.73   11.87   15.00
 
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    2.47    5.60    8.73   11.87   15.00
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   0.075   0.060   0.078   0.156   0.209   0.237   0.241 
Precast-top   -0.031  -0.041  -0.037  -0.036   0.063   0.133   0.173   0.184 
Bottom         0.131   0.366   0.315   0.355   0.137  -0.013  -0.097  -0.113 
 

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
    171.5    6.5   40.3    0.257   0.0   6.00e-3 50.0    174.5     1.036    1.760      0.18
      0.0    0.2   40.1     42.0 0.146      16.1 0.87    12.00     0.092    1.640 
Transfer:   3.00
    147.6    6.5   40.3    1.157   0.0   2.32e-3 37.1    132.0     0.502    1.760      0.00
    331.0    0.9   39.8    189.0 0.127      32.0 1.75    12.00     0.092    1.971 
Critical:   3.98
    137.4    6.5   40.3    1.221   0.0   1.29e-3 33.5    108.1     0.360    1.760      0.00
    457.6    1.0   39.8    189.0 0.118      44.6 2.44    24.00     0.092    2.116 
0.1L    :   3.13
    146.2    6.5   40.3    1.165   0.0   2.17e-3 36.6    129.1     0.482    1.760      0.00
    347.7    0.9   39.8    189.0 0.126      33.4 1.83    12.00     0.092    1.990 
0.2L    :   6.27
    120.8    6.5   40.3    1.370   0.0   1.66e-3 34.8     95.2     0.333    0.620      0.00
    671.0    1.1   39.7    189.0 0.104      39.0 2.14    24.00     0.092    1.610 
0.3L    :   9.40
     98.5    6.5   40.3    1.575   0.0   1.62e-3 34.7     70.1     0.245    0.496      0.00
    897.7    1.3   39.6    189.0 0.085      39.4 2.16    24.00     0.092    1.657 
0.4L    :  12.53
     76.6    6.5   40.3    1.736   0.0   1.18e-3 33.1     38.8     0.128    0.413      0.00
   1021.3    1.4   39.6    189.0 0.066      46.3 2.55    24.00     0.092    2.017 
0.5L    :  15.67
     54.9    6.5   40.3    1.736   0.0   0.89e-3 32.1      8.6     0.092    0.413      0.00
   1044.7    1.4   39.6    189.0 0.047      52.4 2.88    24.00     0.092    2.994 
0.6L    :  18.80
     76.6    6.5   40.3    1.736   0.0   1.18e-3 33.1     38.8     0.128    0.413      0.00
   1021.3    1.4   39.6    189.0 0.066      46.3 2.55    24.00     0.092    2.017 
0.7L    :  21.93
     98.5    6.5   40.3    1.575   0.0   1.62e-3 34.7     70.1     0.245    0.496      0.00
    897.7    1.3   39.6    189.0 0.085      39.4 2.16    24.00     0.092    1.657 
0.8L    :  25.07
    120.8    6.5   40.3    1.370   0.0   1.66e-3 34.8     95.2     0.333    0.620      0.00
    671.0    1.1   39.7    189.0 0.104      39.0 2.14    24.00     0.092    1.610 
0.9L    :  28.20
    146.2    6.5   40.3    1.165   0.0   2.17e-3 36.6    129.1     0.482    1.760      0.00
    347.7    0.9   39.8    189.0 0.126      33.4 1.83    12.00     0.092    1.990 
Critical:  27.35
    137.4    6.5   40.3    1.221   0.0   1.29e-3 33.5    108.1     0.360    1.760      0.00
    457.6    1.0   39.8    189.0 0.118      44.6 2.44    24.00     0.092    2.116 
Transfer:  28.33
    147.6    6.5   40.3    1.157   0.0   2.32e-3 37.1    132.0     0.502    1.760      0.00
    331.0    0.9   39.8    189.0 0.127      32.0 1.75    12.00     0.092    1.971 
Bearing :  30.67
    171.5    6.5   40.3    0.257   0.0   6.00e-3 50.0    174.5     1.036    1.760      0.18
      0.0    0.2   40.1     42.0 0.146      16.1 0.87    12.00     0.092    1.640 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    0.68
 
 
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
    171.5      4.75     40.25    0.21       40.15    24.00      0.300      0.832      0.000      1.760 
Transfer:      2.33
    147.6      4.12     40.25    0.93       39.78    24.00      0.300      0.624      0.000      1.760 
Critical:      3.31
    137.5      3.84     40.25    0.99       39.76    24.00      0.300      0.531      0.000      1.760 
0.1L    :      2.47
    146.2      4.08     40.25    0.94       39.78    24.00      0.300      0.611      0.000      1.760 
0.2L    :      5.60
    120.8      3.38     40.25    1.11       39.70    24.00      0.300      0.377      0.000      0.620 
0.3L    :      8.73
     98.5      2.76     40.25    1.27       39.62    24.00      0.300      0.171      0.000      0.496 
0.4L    :     11.87
     76.6      2.15     40.25    1.40       39.55    24.00      0.300      0.000      0.000      0.413 
0.5L    :     15.00
     54.9      1.54     40.25    1.40       39.55    24.00      0.300      0.000      0.000      0.413 
0.6L    :     18.13
     76.6      2.15     40.25    1.40       39.55    24.00      0.300      0.000      0.000      0.413 
0.7L    :     21.27
     98.5      2.76     40.25    1.27       39.62    24.00      0.300      0.171      0.000      0.496 
0.8L    :     24.40
    120.8      3.38     40.25    1.11       39.70    24.00      0.300      0.377      0.000      0.620 
0.9L    :     27.53
    146.2      4.08     40.25    0.94       39.78    24.00      0.300      0.611      0.000      1.760 
Critical:     26.69
    137.5      3.84     40.25    0.99       39.76    24.00      0.300      0.531      0.000      1.760 
Transfer:     27.67
    147.6      4.12     40.25    0.93       39.78    24.00      0.300      0.624      0.000      1.760 
Bearing :     30.00
    171.5      4.75     40.25    0.21       40.15    24.00      0.300      0.832      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 = 2.47 ft
Prestress      :       0.060  1.80      0.108  2.20      0.132
Self Wt.       :      -0.010  1.85     -0.018  2.40     -0.024
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          :       0.050            0.090            0.108
 
At 0.2 x L = 5.60 ft
Prestress      :       0.108  1.80      0.195  2.20      0.239
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.045
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          :       0.090            0.160            0.194
 
At 0.3 x L = 8.73 ft
Prestress      :       0.143  1.80      0.257  2.20      0.315
Self Wt.       :      -0.026  1.85     -0.048  2.40     -0.062
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          :       0.117            0.210            0.253
 
At 0.4 x L = 11.87 ft
Prestress      :       0.164  1.80      0.295  2.20      0.360
Self Wt.       :      -0.030  1.85     -0.056  2.40     -0.072
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          :       0.134            0.239            0.288
 
At 0.5 x L = 15.00 ft
Prestress      :       0.171  1.80      0.307  2.20      0.376
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
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          :       0.139            0.249            0.300
 
At 0.6 x L = 18.13 ft
Prestress      :       0.164  1.80      0.295  2.20      0.360
Self Wt.       :      -0.030  1.85     -0.056  2.40     -0.072
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          :       0.134            0.239            0.288
 
At 0.7 x L = 21.27 ft
Prestress      :       0.143  1.80      0.257  2.20      0.315
Self Wt.       :      -0.026  1.85     -0.048  2.40     -0.062
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          :       0.117            0.210            0.253
 
At 0.8 x L = 24.40 ft
Prestress      :       0.108  1.80      0.195  2.20      0.239
Self Wt.       :      -0.019  1.85     -0.035  2.40     -0.045
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          :       0.090            0.160            0.194
 
At 0.9 x L = 27.53 ft
Prestress      :       0.060  1.80      0.108  2.20      0.132
Self Wt.       :      -0.010  1.85     -0.018  2.40     -0.024
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          :       0.050            0.090            0.108
 

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
   330.7    40.3  1.157  267.9    1.1   0.93   1027.3  0.112T 1.00       -       -     -     -  
H/2     :   1.84
   266.7    40.3  0.968  268.3    0.9   0.78    862.3  0.135T 1.00       -       -     -     -  
0.1L    :   2.47
   347.7    40.3  1.165  267.9    1.1   0.94   1034.9  0.111T 1.00       -       -     -     -  
0.2L    :   5.60
   686.0    40.3  1.370  267.6    1.3   1.11   1212.5  0.094T 1.00       -       -     -     -  
0.3L    :   8.73
   927.1    40.3  1.575  267.2    1.5   1.27   1388.9  0.082T 1.00       -       -     -     -  
0.4L    :  11.87
  1066.0    40.3  1.736  266.9    1.6   1.40   1527.2  0.074T 1.00       -       -     -     -  
0.5L    :  15.00
  1102.4    40.3  1.736  266.9    1.6   1.40   1527.2  0.074T 1.00    591.3   591.3    2.58    -  
0.6L    :  18.13
  1066.0    40.3  1.736  266.9    1.6   1.40   1527.2  0.074T 1.00    596.6   596.6    2.56    -  
0.7L    :  21.27
   927.1    40.3  1.575  267.2    1.5   1.27   1388.9  0.082T 1.00       -       -     -     -  
0.8L    :  24.40
   686.0    40.3  1.370  267.6    1.3   1.11   1212.5  0.094T 1.00       -       -     -     -  
0.9L    :  27.53
   347.7    40.3  1.165  267.9    1.1   0.94   1034.9  0.111T 1.00       -       -     -     -  
H/2     :  28.16
   266.7    40.3  0.968  268.3    0.9   0.78    862.3  0.135T 1.00       -       -     -     -  
Transfer:  27.67
   330.7    40.3  1.157  267.9    1.1   0.93   1027.3  0.112T 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 1-4; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.043
        M   2.00 Fb     0.289
 
  2   2 E   6.00 Ft    -0.085
        M   6.00 Fb     0.577
 
  3   2 E   6.00 Ft    -0.127
        M   6.00 Fb     0.865
 
  4   2 E   2.00 Ft    -0.233
        M   2.00 Fb     1.210
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 31.33            Release Length, ft: 31.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.10 %               Final losses: 10.48 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.210     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.233       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)                  1527.19     1102.45     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   0.030     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.149     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.028    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   0.184     Midspan
    Pre.Bot:                                                             2.000   0.366    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  15.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.171  1.80      0.307  2.20      0.376
Self Wt.       :      -0.032  1.85     -0.059  2.40     -0.076
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          :       0.139            0.249            0.300
 
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

