 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTB60 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 60 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) The hold down points are located at 0.4*(Beam Length) from the ends of the beam. 
                     (9) The beam lifting and supporting points are both assumed are 2 feet and 3 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_671c.tmp\BTB60-0_40\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 =     61.333
Bearing-to-bearing, ft =     60.000
Release span      , ft =     61.333
 
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 
     Depressed at 0.40L
     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   60.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   60.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   60.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   60.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   60.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   60.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   60.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   60.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   60.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   60.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   60.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   30.000
   1    2        0.500   30.000
   1    3        0.500   30.000
   1    4        0.500   30.000
   1    5        0.250   30.000
 
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   60.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   60.00   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    0.059     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:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 24.53 ft from member end )
 
END PATTERN (Ycg = 6.89 in):
 
  8 @  2.000 in 2 @  4.000 in 6 @  6.000 in 2 @ 32.000 in 
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
 
  2 @  2.000 in    
 
(B) Straight:
 
  8 @  2.000 in 2 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  4.1250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  4.1250  4.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.6670  7.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.6670 20.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 20.6670 23.1699 Yes       
       2 US#5[M16]  60.0  0.62   18.00 23.1667 38.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 38.1667 40.6699 Yes       
       2 US#5[M16]  60.0  0.62   12.00 40.6663 53.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 53.6663 56.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.50 56.6663 57.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 57.2083 61.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 61.2083 61.3333 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 61.3333       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:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 24.53 ft from member end )
 
END PATTERN (Ycg = 6.89 in):
 
  8 @  2.000 in 2 @  4.000 in 6 @  6.000 in 2 @ 32.000 in 
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
 
  2 @  2.000 in    
 
(B) Straight:
 
  8 @  2.000 in 2 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  4.1250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  4.1250  4.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.6670  7.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.6670 20.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 20.6670 23.1699 Yes       
       2 US#5[M16]  60.0  0.62   18.00 23.1667 38.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 38.1667 40.6699 Yes       
       2 US#5[M16]  60.0  0.62   12.00 40.6663 53.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 53.6663 56.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.50 56.6663 57.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 57.2083 61.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 61.2083 61.3333 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 61.3333       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:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 24.53 ft from member end )
 
END PATTERN (Ycg = 6.89 in):
 
  8 @  2.000 in 2 @  4.000 in 6 @  6.000 in 2 @ 32.000 in 
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
 
  2 @  2.000 in    
 
(B) Straight:
 
  8 @  2.000 in 2 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  4.1250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  4.1250  4.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.6670  7.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.6670 20.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 20.6670 23.1699 Yes       
       2 US#5[M16]  60.0  0.62   18.00 23.1667 38.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 38.1667 40.6699 Yes       
       2 US#5[M16]  60.0  0.62   12.00 40.6663 53.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 53.6663 56.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.50 56.6663 57.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 57.2083 61.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 61.2083 61.3333 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 61.3333       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:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 24.53 ft from member end )
 
END PATTERN (Ycg = 6.89 in):
 
  8 @  2.000 in 2 @  4.000 in 6 @  6.000 in 2 @ 32.000 in 
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
 
  2 @  2.000 in    
 
(B) Straight:
 
  8 @  2.000 in 2 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  4.1250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  4.1250  4.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.6670  7.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.6670 20.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 20.6670 23.1699 Yes       
       2 US#5[M16]  60.0  0.62   18.00 23.1667 38.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 38.1667 40.6699 Yes       
       2 US#5[M16]  60.0  0.62   12.00 40.6663 53.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 53.6663 56.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.50 56.6663 57.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 57.2083 61.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 61.2083 61.3333 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 61.3333       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:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 24.53 ft from member end )
 
END PATTERN (Ycg = 6.89 in):
 
  8 @  2.000 in 2 @  4.000 in 6 @  6.000 in 2 @ 32.000 in 
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
 
  2 @  2.000 in    
 
(B) Straight:
 
  8 @  2.000 in 2 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  4.1250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  4.1250  4.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.6670  7.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.6670 20.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 20.6670 23.1699 Yes       
       2 US#5[M16]  60.0  0.62   18.00 23.1667 38.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 38.1667 40.6699 Yes       
       2 US#5[M16]  60.0  0.62   12.00 40.6663 53.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 53.6663 56.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.50 56.6663 57.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 57.2083 61.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 61.2083 61.3333 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 61.3333       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 (Manual input)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   60.00
     DC  Line       0.052      0.00       0.052   60.00
     DC  Line       0.076      0.00       0.076   60.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    30.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 61.333 ft
Release length = 61.333 ft
Design  length = 60.000 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)  : 0.759   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.953   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.050   (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     5.47    11.60    17.73    23.87    30.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    636.4    652.9    649.4    652.9    652.9    652.9    652.9    652.9
  Yb      ,  in    17.06    16.79    16.85    16.78    16.75    16.73    16.70    16.70
  MI(Ixx) , in4   100480   102310   101915   102499   102892   103314   103764   103764
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1354.0   1369.8   1366.5   1369.8   1369.8   1369.8   1369.8   1369.8
  Yb      ,  in    29.37    29.11    29.17    29.10    29.09    29.08    29.07    29.07
  MI(Ixx) , in4   286046   294304   292549   294699   295495   296317   297168   297168

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:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 24.53 ft from member end )
END PATTERN (Ycg = 6.89 in):
     8 @  2.000 in     2 @  4.000 in     6 @  6.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
     2 @  2.000 in
(B) Straight:
     8 @  2.000 in     2 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.906 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.883 ft
Holddown Force        =   8.624 kips     Beam Shrtng (PL/AE)   =      0.196 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)       
-------------------------------------------------------------------------------------
      1104.508         740 817.336      9.965 40358.680   548.186     388.236        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      4.1250    Yes
      2      US#6[M19]       60.00        0.88       6.50       4.1250      4.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.6670      7.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.6670     20.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.6670     23.1699    Yes
      2      US#5[M16]       60.00        0.62      18.00      23.1667     38.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      38.1667     40.6699    Yes
      2      US#5[M16]       60.00        0.62      12.00      40.6663     53.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      53.6663     56.6663    Yes
      2      US#6[M19]       60.00        0.88       6.50      56.6663     57.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      57.2083     61.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      61.2083     61.3333     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 61.3333       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  3.56 in
         P_init    =      765.7 kips  Ecc = 13.58 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.88 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.848 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.15 ksi    0.00 ksi
    due to Composite Loads                                 -1.32 ksi    0.00 ksi
    due to Live Loads                                      -5.53 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                        11.02 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.88 ksi  ( 6.06 %)            13.33 ksi ( 6.80 %)
Total Prestress Losses                                    25.21 ksi (12.86 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    44.3    35.3    98.1   184.7   246.6   283.7   296.1
(Max)       V      19.7    18.2    18.5    16.1    12.1     8.1     4.0     0.0
DL-Prec.  : M       0.0    11.0     8.8    24.4    45.9    61.3    70.5    73.6
DC(Max)     V       4.9     4.5     4.6     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    54.1    43.1   120.0   225.9   301.6   347.0   362.2
Haunch (Max)V      24.1    22.3    22.7    19.7    14.8     9.9     4.9     0.0
Diaphragm : M       0.0     0.3     0.2     0.7     1.5     2.2     3.0     3.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    19.9    15.9    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.3     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    11.0     8.8    24.3    45.8    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.6     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   176.7   141.0   388.1   716.5   931.6  1057.6  1081.7
            V     105.0    99.2   100.4    91.3    77.1    63.0    45.4    31.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   105.0    99.2   100.4    91.3    77.7    64.6    51.9    39.7
            M       0.0   179.7   143.7   388.1   686.8   873.2   944.6   906.9
Total     : M+      0.0   317.3   253.0   699.7  1303.4  1715.4  1959.9  2024.0
            V     167.7   157.0   159.3   142.6   115.6    88.7    58.4    31.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   167.7   157.0   159.3   142.6   116.2    90.3    64.8    39.8
            M       0.0   320.3   255.8   699.7  1273.7  1657.0  1847.0  1849.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   58.16   57.67   60.00
Self wt.  : M     283.7   246.6   184.7    98.1    35.3    44.3     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.2    19.7
DL-Prec.  : M      70.5    61.3    45.9    24.4     8.8    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.6     4.5     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     347.0   301.6   225.9   120.0    43.1    54.1     0.0
Haunch (Max)V       4.9     9.9    14.8    19.7    22.7    22.3    24.1
Diaphragm : M       3.0     2.2     1.5     0.7     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     127.6   110.9    83.1    44.1    15.9    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.3     8.2     8.9
DL-Comp   : M      70.4    61.2    45.8    24.3     8.8    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.5     4.9
LL + I    : M+   1057.6   931.6   716.5   388.1   141.0   176.7     0.0
            V      45.4    63.0    77.1    91.3   100.4    99.2   105.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    51.9    64.6    77.7    91.3   100.4    99.2   105.0
            M     944.6   873.2   686.8   388.1   143.7   179.7    -0.0
Total     : M+   1959.9  1715.4  1303.4   699.7   253.0   317.3     0.0
            V      58.4    88.7   115.6   142.6   159.3   157.0   167.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    64.8    90.3   116.2   142.6   159.3   157.0   167.7
            M    1847.0  1657.0  1273.7   699.7   255.8   320.3    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               19.7             19.7
Deck+Haunch            24.1             24.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.9              4.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           44.4             44.4
DL-Comp.(DW)           24.5             24.5
Live                   80.0             80.0
        Truck          60.8             60.8
        Lane           19.2             19.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    44.3    35.3    98.1   184.7   246.6   283.7   296.1
(Max)       V      19.7    18.2    18.5    16.1    12.1     8.1     4.0     0.0
DL-Prec.  : M       0.0    11.0     8.8    24.4    45.9    61.3    70.5    73.6
DC(Max)     V       4.9     4.5     4.6     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    54.1    43.1   120.0   225.9   301.6   347.0   362.2
Haunch (Max)V      24.1    22.3    22.7    19.7    14.8     9.9     4.9     0.0
Diaphragm : M       0.0     0.3     0.2     0.7     1.5     2.2     3.0     3.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    19.9    15.9    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.3     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    11.0     8.8    24.3    45.8    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.6     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   141.3   112.8   310.5   573.2   745.3   846.1   865.3
            V      84.0    79.3    80.3    73.1    61.7    50.4    36.4    25.0
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    84.0    79.3    80.3    73.1    62.1    51.7    41.5    31.7
            M       0.0   143.8   115.0   310.5   549.4   698.5   755.7   725.5
Total     : M+      0.0   281.9   224.8   622.1  1160.1  1529.1  1748.4  1807.7
            V     146.7   137.2   139.2   124.3   100.2    76.1    49.3    25.1
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   146.7   137.2   139.2   124.3   100.6    77.4    54.5    31.9
            M       0.0   284.4   227.0   622.1  1136.4  1482.4  1658.0  1667.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   58.16   57.67   60.00
Self wt.  : M     283.7   246.6   184.7    98.1    35.3    44.3     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.2    19.7
DL-Prec.  : M      70.5    61.3    45.9    24.4     8.8    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.6     4.5     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     347.0   301.6   225.9   120.0    43.1    54.1     0.0
Haunch (Max)V       4.9     9.9    14.8    19.7    22.7    22.3    24.1
Diaphragm : M       3.0     2.2     1.5     0.7     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     127.6   110.9    83.1    44.1    15.9    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.3     8.2     8.9
DL-Comp   : M      70.4    61.2    45.8    24.3     8.8    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.5     4.9
LL + I    : M+    846.1   745.3   573.2   310.5   112.8   141.3     0.0
            V      36.4    50.4    61.7    73.1    80.3    79.3    84.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    41.5    51.7    62.1    73.1    80.3    79.3    84.0
            M     755.7   698.5   549.4   310.5   115.0   143.8    -0.0
Total     : M+   1748.4  1529.1  1160.1   622.1   224.8   281.9     0.0
            V      49.3    76.1   100.2   124.3   139.2   137.2   146.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    54.5    77.4   100.6   124.3   139.2   137.2   146.7
            M    1658.0  1482.4  1136.4   622.1   227.0   284.4    -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    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    55.3    44.1   122.6   230.9   308.3   354.7   370.1
(Max)       V      24.7    22.8    23.2    20.2    15.1    10.1     5.0     0.0
Self wt.  : M       0.0    39.8    31.8    88.3   166.2   221.9   255.4   266.5
(Min)       V      17.8    16.4    16.7    14.5    10.9     7.3     3.6     0.0
DL-Prec.  : M       0.0    13.8    11.0    30.5    57.4    76.6    88.2    92.0
DC(Max)     V       6.1     5.7     5.8     5.0     3.8     2.5     1.3     0.0
DL-Prec.  : M       0.0     9.9     7.9    21.9    41.3    55.2    63.5    66.2
DC(Min)     V       4.4     4.1     4.1     3.6     2.7     1.8     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    67.7    53.9   150.0   282.4   377.0   433.8   452.7
Haunch (Max)V      30.2    27.8    28.3    24.7    18.5    12.3     6.2     0.0
Deck +    : M       0.0    48.7    38.8   108.0   203.3   271.5   312.3   326.0
Haunch (Min)V      21.7    20.0    20.4    17.8    13.3     8.9     4.4     0.0
Diaphragm : M       0.0     0.4     0.3     0.9     1.8     2.8     3.7     4.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.6     1.3     2.0     2.7     3.4
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    24.9    19.8    55.2   103.9   138.7   159.5   166.5
DC(Max)     V      11.1    10.2    10.4     9.1     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    17.9    14.3    39.7    74.8    99.8   114.9   119.9
DC(Min)     V       8.0     7.4     7.5     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0    16.5    13.1    36.5    68.8    91.8   105.6   110.2
DW(Max)     V       7.3     6.8     6.9     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.1     5.7    15.8    29.8    39.8    45.8    47.8
DW(Min)     V       3.2     2.9     3.0     2.6     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   309.2   246.7   679.2  1253.8  1630.2  1850.8  1892.9
            V     183.8   173.6   175.7   159.8   135.0   110.2    79.5    54.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   183.8   173.6   175.7   159.8   135.9   113.1    90.9    69.4
            M       0.0   314.5   251.5   679.2  1201.8  1528.0  1653.1  1587.0
Total     : M+      0.0   487.7   388.9  1074.7  1999.0  2625.4  2996.3  3089.2
            V     263.4   247.0   250.4   224.9   183.9   142.8    95.9    54.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   263.4   247.0   250.4   224.9   184.8   145.7   107.3    69.6
            M       0.0   493.0   393.8  1074.7  1947.0  2523.2  2798.6  2783.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   58.16   57.67   60.00
Self wt.  : M     354.7   308.3   230.9   122.6    44.1    55.3     0.0
(Max)       V       5.0    10.1    15.1    20.2    23.2    22.8    24.7
Self wt.  : M     255.4   221.9   166.2    88.3    31.8    39.8     0.0
(Min)       V       3.6     7.3    10.9    14.5    16.7    16.4    17.8
DL-Prec.  : M      88.2    76.6    57.4    30.5    11.0    13.8     0.0
DC(Max)     V       1.3     2.5     3.8     5.0     5.8     5.7     6.1
DL-Prec.  : M      63.5    55.2    41.3    21.9     7.9     9.9     0.0
DC(Min)     V       0.9     1.8     2.7     3.6     4.1     4.1     4.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     433.8   377.0   282.4   150.0    53.9    67.7     0.0
Haunch (Max)V       6.2    12.3    18.5    24.7    28.3    27.8    30.2
Deck +    : M     312.3   271.5   203.3   108.0    38.8    48.7     0.0
Haunch (Min)V       4.4     8.9    13.3    17.8    20.4    20.0    21.7
Diaphragm : M       3.7     2.8     1.8     0.9     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.7     2.0     1.3     0.6     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     159.5   138.7   103.9    55.2    19.8    24.9     0.0
DC(Max)     V       2.3     4.5     6.8     9.1    10.4    10.2    11.1
DL-Comp   : M     114.9    99.8    74.8    39.7    14.3    17.9     0.0
DC(Min)     V       1.6     3.3     4.9     6.5     7.5     7.4     8.0
DL-Comp   : M     105.6    91.8    68.8    36.5    13.1    16.5     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     6.8     7.3
DL-Comp   : M      45.8    39.8    29.8    15.8     5.7     7.1     0.0
DW(Min)     V       0.7     1.3     2.0     2.6     3.0     2.9     3.2
LL + I    : M+   1850.8  1630.2  1253.8   679.2   246.7   309.2     0.0
            V      79.5   110.2   135.0   159.8   175.7   173.6   183.8
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    90.9   113.1   135.9   159.8   175.7   173.6   183.8
            M    1653.1  1528.0  1201.8   679.2   251.5   314.5    -0.0
Total     : M+   2996.3  2625.4  1999.0  1074.7   388.9   487.7     0.0
            V      95.9   142.8   183.9   224.9   250.4   247.0   263.4
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   107.3   145.7   184.8   224.9   250.4   247.0   263.4
            M    2798.6  2523.2  1947.0  1074.7   393.8   493.0    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.7             24.7
Deck+Haunch            30.2             30.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           36.7             36.7
Live                  140.0            140.0
        Truck         106.4            106.4
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    44.3    35.3    98.1   184.7   246.6   283.7   296.1
(Max)       V      19.7    18.2    18.5    16.1    12.1     8.1     4.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    11.0     8.8    24.4    45.9    61.3    70.5    73.6
DC(Max)     V       4.9     4.5     4.6     4.0     3.0     2.0     1.0     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    54.1    43.1   120.0   225.9   301.6   347.0   362.2
Haunch (Max)V      24.1    22.3    22.7    19.7    14.8     9.9     4.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.2     0.7     1.5     2.2     3.0     3.7
(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    19.9    15.9    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.3     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.0     8.8    24.3    45.8    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.6     4.0     3.0     2.0     1.0     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   175.1   140.1   377.9   667.4   858.6   938.3   875.9
            V     105.9    99.4   100.8    90.7    75.5    59.7    44.5    38.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   105.9    99.4   100.8    90.7    75.5    60.8    47.3    38.3
            M       0.0   175.1   140.1   377.9   667.4   822.3   860.8   875.9
Total     : M+      0.0   315.7   252.1   689.5  1254.3  1642.5  1840.7  1818.2
            V     168.6   157.2   159.6   142.0   114.0    85.4    57.4    38.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   168.6   157.2   159.6   142.0   114.0    86.6    60.2    38.4
            M       0.0   315.7   252.1   689.5  1254.3  1606.2  1763.1  1818.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   58.16   57.67   60.00
Self wt.  : M     283.7   246.6   184.7    98.1    35.3    44.3     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.2    19.7
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      70.5    61.3    45.9    24.4     8.8    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.6     4.5     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     347.0   301.6   225.9   120.0    43.1    54.1     0.0
Haunch (Max)V       4.9     9.9    14.8    19.7    22.7    22.3    24.1
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       3.0     2.2     1.5     0.7     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     127.6   110.9    83.1    44.1    15.9    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.3     8.2     8.9
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      70.4    61.2    45.8    24.3     8.8    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.5     4.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    938.3   858.6   667.4   377.9   140.1   175.1     0.0
            V      44.5    59.7    75.5    90.7   100.8    99.4   105.9
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    47.3    60.8    75.5    90.7   100.8    99.4   105.9
            M     860.8   822.3   667.4   377.9   140.1   175.1     0.0
Total     : M+   1840.7  1642.5  1254.3   689.5   252.1   315.7     0.0
            V      57.4    85.4   114.0   142.0   159.6   157.2   168.6
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    60.2    86.6   114.0   142.0   159.6   157.2   168.6
            M    1763.1  1606.2  1254.3   689.5   252.1   315.7     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    6.13   12.27   18.40   24.53   30.67
 
Beam-Self
Precast-top    0.130   0.251   0.445   0.582   0.663   0.691 
Bottom        -0.113  -0.219  -0.387  -0.505  -0.574  -0.598 
 
Prestress
Precast-top   -0.310  -0.367  -0.479  -0.590  -0.699  -0.699 
Bottom         2.469   2.517   2.610   2.702   2.792   2.792 
 
Total
Precast-top   -0.180  -0.116  -0.034  -0.008  -0.036  -0.009 
Bottom         2.355   2.298   2.223   2.197   2.219   2.195 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.41 %)
             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    5.47   11.60   17.73   23.87   30.00
 
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   0.018   0.014   0.039   0.074   0.098   0.113   0.118 
Precast-top   -0.054  -0.015  -0.018   0.245   0.645   0.901   1.015   1.087 
Bottom         0.494   1.910   1.617   1.646   1.239   0.975   0.853   0.782 
 

 
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    6.13   12.27   18.40   24.53   30.67
 
Beam-Self
Precast-top    0.130   0.251   0.445   0.582   0.663   0.691 
Bottom        -0.113  -0.219  -0.387  -0.505  -0.574  -0.598 
 
Prestress
Precast-top   -0.310  -0.367  -0.479  -0.590  -0.699  -0.699 
Bottom         2.469   2.517   2.610   2.702   2.792   2.792 
 
Total
Precast-top   -0.180  -0.116  -0.034  -0.008  -0.036  -0.009 
Bottom         2.355   2.298   2.223   2.197   2.219   2.195 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.41 %)
             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    5.47   11.60   17.73   23.87   30.00
 
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 : 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    5.47   11.60   17.73   23.87   30.00
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   0.109   0.088   0.236   0.419   0.539   0.591   0.558 
Precast-top   -0.027   0.042   0.030   0.229   0.510   0.691   0.770   0.789 
Bottom         0.247   0.747   0.641   0.375  -0.169  -0.523  -0.675  -0.637 
 

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
    263.4    6.5   40.5    0.503   1.7   6.00e-3 50.0    274.9     1.627    1.760      0.00
      0.0    0.5   40.3     42.0 0.222      16.1 0.87    12.00     0.092    1.077 
Transfer:   3.00
    247.0    6.5   40.5    2.265   7.6   0.79e-3 31.8    212.1     0.665    1.760      0.00
    493.0    2.0   39.5    189.0 0.208      54.7 3.02    12.00     0.092    1.196 
Critical:   3.95
    240.1    6.5   40.5    2.396   7.6   0.18e-3 29.6    182.7     0.527    1.760      0.00
    668.2    2.2   39.4    189.0 0.202      76.6 4.23    12.00     0.092    1.229 
0.1L    :   6.13
    224.9    6.5   40.5    2.689   7.6   0.49e-3 30.7    178.9     0.541    0.827      0.00
   1074.7    2.4   39.3    189.0 0.190      63.5 3.52    12.00     0.092    1.308 
0.2L    :  12.27
    184.8    6.5   39.0    3.906   7.6   0.56e-3 31.0    139.6     0.447    0.620      0.00
   1947.0    3.1   37.5    189.0 0.162      58.2 3.38    12.00     0.092    1.263 
0.3L    :  18.40
    145.7    6.5   39.9    3.906   7.6   1.71e-3 35.0    117.3     0.428    0.620      0.00
   2523.2    3.1   38.3    189.0 0.124      37.0 2.10    24.00     0.092    1.324 
0.4L    :  24.53
    107.3    6.5   40.7    3.906   0.0   2.04e-3 36.1     85.1     0.317    0.413      0.00
   2798.6    3.1   39.1    189.0 0.094      34.1 1.90    24.00     0.092    1.216 
0.5L    :  30.67
     69.6    6.5   40.7    3.906   0.0   1.66e-3 34.8     38.8     0.138    0.413      0.00
   2783.3    3.1   39.1    189.0 0.061      38.5 2.14    24.00     0.092    2.003 
0.6L    :  36.80
    107.3    6.5   40.7    3.906   0.0   2.04e-3 36.1     85.1     0.317    0.413      0.00
   2798.6    3.1   39.1    189.0 0.094      34.1 1.90    24.00     0.092    1.216 
0.7L    :  42.93
    145.7    6.5   39.9    3.906   7.6   1.71e-3 35.0    117.3     0.428    0.620      0.00
   2523.2    3.1   38.3    189.0 0.124      37.0 2.10    24.00     0.092    1.324 
0.8L    :  49.07
    184.8    6.5   39.0    3.906   7.6   0.56e-3 31.0    139.6     0.447    0.620      0.00
   1947.0    3.1   37.5    189.0 0.162      58.2 3.38    12.00     0.092    1.263 
0.9L    :  55.20
    224.9    6.5   40.5    2.689   7.6   0.49e-3 30.7    178.9     0.541    0.827      0.00
   1074.7    2.4   39.3    189.0 0.190      63.5 3.52    12.00     0.092    1.308 
Critical:  57.38
    240.1    6.5   40.5    2.396   7.6   0.18e-3 29.6    182.7     0.527    1.760      0.00
    668.2    2.2   39.4    189.0 0.202      76.6 4.23    12.00     0.092    1.229 
Transfer:  58.33
    247.0    6.5   40.5    2.265   7.6   0.79e-3 31.8    212.1     0.665    1.760      0.00
    493.0    2.0   39.5    189.0 0.208      54.7 3.02    12.00     0.092    1.196 
Bearing :  60.67
    263.4    6.5   40.5    0.503   1.7   6.00e-3 50.0    274.9     1.627    1.760      0.00
      0.0    0.5   40.3     42.0 0.222      16.1 0.87    12.00     0.092    1.077 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    1.53
 
 
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
    263.4      7.27     40.50    0.46       40.27    24.00      0.300      1.673      0.000      1.760 
Transfer:      2.33
    247.0      6.95     40.50    2.04       39.48    24.00      0.300      1.567      0.000      1.760 
Critical:      3.29
    240.3      6.77     40.50    2.15       39.42    24.00      0.300      1.507      0.000      1.760 
0.1L    :      5.47
    224.9      6.36     40.50    2.41       39.29    24.00      0.300      1.370      0.000      0.827 
0.2L    :     11.60
    184.8      5.48     39.03    3.10       37.48    24.00      0.300      1.076      0.000      0.620 
0.3L    :     17.73
    145.7      4.23     39.86    3.10       38.31    24.00      0.300      0.659      0.000      0.620 
0.4L    :     23.87
    107.3      3.05     40.69    3.10       39.14    24.00      0.300      0.265      0.000      0.413 
0.5L    :     30.00
     69.6      1.97     40.69    3.10       39.14    24.00      0.300      0.000      0.000      0.413 
0.6L    :     36.13
    107.3      3.05     40.69    3.10       39.14    24.00      0.300      0.265      0.000      0.413 
0.7L    :     42.27
    145.7      4.23     39.86    3.10       38.31    24.00      0.300      0.659      0.000      0.620 
0.8L    :     48.40
    184.8      5.48     39.03    3.10       37.48    24.00      0.300      1.076      0.000      0.620 
0.9L    :     54.53
    224.9      6.36     40.50    2.41       39.29    24.00      0.300      1.370      0.000      0.827 
Critical:     56.71
    240.3      6.77     40.50    2.15       39.42    24.00      0.300      1.507      0.000      1.760 
Transfer:     57.67
    247.0      6.95     40.50    2.04       39.48    24.00      0.300      1.567      0.000      1.760 
Bearing :     60.00
    263.4      7.27     40.50    0.46       40.27    24.00      0.300      1.673      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 = 5.47 ft
Prestress      :       0.491  1.80      0.884  2.20      1.081
Self Wt.       :      -0.145  1.85     -0.268  2.40     -0.347
Deck + Haunch  :                       -0.143  2.30     -0.329
DL-Prec. (DC)  :                       -0.029  3.00     -0.087
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.018  3.00     -0.055
DL-Comp. (DW)  :                       -0.010  3.00     -0.030
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 11.60 ft
Prestress      :       0.883  1.80      1.590  2.20      1.943
Self Wt.       :      -0.273  1.85     -0.504  2.40     -0.654
Deck + Haunch  :                       -0.287  2.30     -0.659
DL-Prec. (DC)  :                       -0.058  3.00     -0.175
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.037  3.00     -0.110
DL-Comp. (DW)  :                       -0.020  3.00     -0.061
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 17.73 ft
Prestress      :       1.167  1.80      2.100  2.20      2.567
Self Wt.       :      -0.372  1.85     -0.688  2.40     -0.892
Deck + Haunch  :                       -0.398  2.30     -0.916
DL-Prec. (DC)  :                       -0.081  3.00     -0.243
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.051  3.00     -0.153
DL-Comp. (DW)  :                       -0.028  3.00     -0.085
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 23.87 ft
Prestress      :       1.336  1.80      2.404  2.20      2.938
Self Wt.       :      -0.434  1.85     -0.802  2.40     -1.040
Deck + Haunch  :                       -0.468  2.30     -1.076
DL-Prec. (DC)  :                       -0.095  3.00     -0.285
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.060  3.00     -0.180
DL-Comp. (DW)  :                       -0.033  3.00     -0.099
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 30.00 ft
Prestress      :       1.395  1.80      2.511  2.20      3.068
Self Wt.       :      -0.455  1.85     -0.842  2.40     -1.093
Deck + Haunch  :                       -0.493  2.30     -1.133
DL-Prec. (DC)  :                       -0.100  3.00     -0.300
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.063  3.00     -0.190
DL-Comp. (DW)  :                       -0.035  3.00     -0.105
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 36.13 ft
Prestress      :       1.336  1.80      2.404  2.20      2.938
Self Wt.       :      -0.434  1.85     -0.802  2.40     -1.040
Deck + Haunch  :                       -0.468  2.30     -1.076
DL-Prec. (DC)  :                       -0.095  3.00     -0.285
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.060  3.00     -0.180
DL-Comp. (DW)  :                       -0.033  3.00     -0.099
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 42.27 ft
Prestress      :       1.167  1.80      2.100  2.20      2.567
Self Wt.       :      -0.372  1.85     -0.688  2.40     -0.892
Deck + Haunch  :                       -0.398  2.30     -0.916
DL-Prec. (DC)  :                       -0.081  3.00     -0.243
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.051  3.00     -0.153
DL-Comp. (DW)  :                       -0.028  3.00     -0.085
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 48.40 ft
Prestress      :       0.883  1.80      1.590  2.20      1.943
Self Wt.       :      -0.273  1.85     -0.504  2.40     -0.654
Deck + Haunch  :                       -0.287  2.30     -0.659
DL-Prec. (DC)  :                       -0.058  3.00     -0.175
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.037  3.00     -0.110
DL-Comp. (DW)  :                       -0.020  3.00     -0.061
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 54.53 ft
Prestress      :       0.491  1.80      0.884  2.20      1.081
Self Wt.       :      -0.145  1.85     -0.268  2.40     -0.347
Deck + Haunch  :                       -0.143  2.30     -0.329
DL-Prec. (DC)  :                       -0.029  3.00     -0.087
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.018  3.00     -0.055
DL-Comp. (DW)  :                       -0.010  3.00     -0.030
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
   487.7    37.8  2.548  265.2    2.4   2.04   2069.2  0.050T 1.00       -       -     -     -  
H/2     :   1.84
   388.9    37.7  2.132  266.0    2.0   1.71   1741.1  0.060T 1.00       -       -     -     -  
0.1L    :   5.47
  1074.7    38.2  3.026  264.4    2.8   2.41   2465.6  0.042T 1.00       -       -     -     -  
0.2L    :  11.60
  1999.0    39.0  3.906  262.9    3.6   3.10   3207.7  0.032T 1.00       -       -     -     -  
0.3L    :  17.73
  2625.4    39.9  3.906  263.1    3.6   3.10   3280.7  0.032T 1.00    331.7   331.7    9.89    -  
0.4L    :  23.87
  2996.3    40.7  3.906  263.2    3.6   3.10   3353.8  0.032T 1.00    277.0   277.0   12.11    -  
0.5L    :  30.00
  3089.2    40.7  3.906  263.2    3.6   3.10   3353.8  0.032T 1.00    256.8   256.8   13.06    -  
0.6L    :  36.13
  2996.3    40.7  3.906  263.2    3.6   3.10   3353.8  0.032T 1.00    277.0   277.0   12.11    -  
0.7L    :  42.27
  2625.4    39.9  3.906  263.1    3.6   3.10   3280.7  0.032T 1.00    331.7   331.7    9.89    -  
0.8L    :  48.40
  1999.0    39.0  3.906  262.9    3.6   3.10   3207.7  0.032T 1.00    427.3   427.3    7.51    -  
0.9L    :  54.53
  1074.7    38.2  3.026  264.4    2.8   2.41   2465.6  0.042T 1.00       -       -     -     -  
H/2     :  58.16
   388.9    37.7  2.132  266.0    2.0   1.71   1741.1  0.060T 1.00       -       -     -     -  
Transfer:  57.67
   487.7    37.8  2.548  265.2    2.4   2.04   2069.2  0.050T 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 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.024
        M   2.00 Fb     0.223
 
  2   2 E  32.00 Ft     0.338
        M   2.00 Fb     0.193
 
  3   2 E   6.00 Ft     0.296
        M   6.00 Fb     0.474
 
  4   2 E   6.00 Ft     0.254
        M   6.00 Fb     0.755
 
  5   2 E   6.00 Ft     0.212
        M   6.00 Fb     1.036
 
  6   2 E   4.00 Ft     0.138
        M   4.00 Fb     1.345
 
  7   2 E   2.00 Ft     0.032
        M   2.00 Fb     1.681
 
  8   2 E   2.00 Ft    -0.074
        M   2.00 Fb     2.018
 
  9   2 E   2.00 Ft    -0.180
        M   2.00 Fb     2.355
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 61.33            Release Length, ft: 61.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   2           No. of strands, Straight:  16
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  6.06 %               Final losses: 12.86 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       2.355     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.180       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)                  3353.78     3089.19     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.118     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.087     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.910    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   0.789     Midspan
    Pre.Bot:                                                             2.000   0.747    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  30.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.395  1.80      2.511  2.20      3.068
Self Wt.       :      -0.455  1.85     -0.842  2.40     -1.093
Deck + Haunch  :                       -0.493  2.30     -1.133
DL-Prec. (DC)  :                       -0.100  3.00     -0.300
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.063  3.00     -0.190
DL-Comp. (DW)  :                       -0.035  3.00     -0.105
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 (Manual input)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   60.00
     DC  Line       0.087      0.00       0.087   60.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    30.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 61.333 ft
Release length = 61.333 ft
Design  length = 60.000 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)  : 0.775   (Calculated)    
Live Moment (1  lane  loaded)  : 0.559   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.199   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.959   (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     5.47    11.60    17.73    23.87    30.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    636.4    652.9    649.4    652.9    652.9    652.9    652.9    652.9
  Yb      ,  in    17.06    16.79    16.85    16.78    16.75    16.73    16.70    16.70
  MI(Ixx) , in4   100480   102310   101915   102499   102892   103314   103764   103764
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1451.2   1467.0   1463.7   1467.0   1467.0   1467.0   1467.0   1467.0
  Yb      ,  in    30.11    29.86    29.91    29.85    29.84    29.83    29.82    29.82
  MI(Ixx) , in4   297506   306309   304439   306718   307538   308386   309262   309262

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:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 24.53 ft from member end )
END PATTERN (Ycg = 6.89 in):
     8 @  2.000 in     2 @  4.000 in     6 @  6.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
     2 @  2.000 in
(B) Straight:
     8 @  2.000 in     2 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.970 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.963 ft
Holddown Force        =   8.624 kips     Beam Shrtng (PL/AE)   =      0.196 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)       
-------------------------------------------------------------------------------------
      1104.508         740 817.336      9.965 40358.680   548.186     388.236        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      4.1250    Yes
      2      US#6[M19]       60.00        0.88       6.50       4.1250      4.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.6670      7.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.6670     20.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.6670     23.1699    Yes
      2      US#5[M16]       60.00        0.62      18.00      23.1667     38.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      38.1667     40.6699    Yes
      2      US#5[M16]       60.00        0.62      12.00      40.6663     53.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      53.6663     56.6663    Yes
      2      US#6[M19]       60.00        0.88       6.50      56.6663     57.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      57.2083     61.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      61.2083     61.3333     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 61.3333       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  3.56 in
         P_init    =      765.7 kips  Ecc = 13.58 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.88 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.848 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.47 ksi    0.00 ksi
    due to Composite Loads                                 -1.31 ksi    0.00 ksi
    due to Live Loads                                      -5.30 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                        11.02 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.88 ksi  ( 6.06 %)            13.25 ksi ( 6.76 %)
Total Prestress Losses                                    25.13 ksi (12.82 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    44.3    35.3    98.1   184.7   246.6   283.7   296.1
(Max)       V      19.7    18.2    18.5    16.1    12.1     8.1     4.0     0.0
DL-Prec.  : M       0.0     8.2     6.5    18.2    34.3    45.8    52.7    55.0
DC(Max)     V       3.7     3.4     3.4     3.0     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    61.5    49.0   136.2   256.5   342.5   394.0   411.2
Haunch (Max)V      27.4    25.3    25.7    22.4    16.8    11.2     5.6     0.0
Diaphragm : M       0.0     0.6     0.5     1.4     2.9     4.4     6.0     7.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    19.9    15.9    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.3     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    11.0     8.8    24.3    45.8    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.6     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   171.2   136.6   376.2   694.4   902.9  1025.1  1048.4
            V     120.0   113.3   114.7   104.3    88.1    71.9    51.9    35.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   120.0   113.3   114.7   104.3    88.7    73.8    59.3    45.3
            M       0.0   174.2   139.3   376.2   665.6   846.3   915.6   879.0
Total     : M+      0.0   316.7   252.5   698.5  1301.8  1714.3  1959.5  2024.9
            V     184.8   173.1   175.6   157.4   128.0    98.6    65.4    36.0
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   184.8   173.1   175.6   157.4   128.6   100.4    72.8    45.5
            M       0.0   319.6   255.2   698.5  1273.0  1657.7  1850.0  1855.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   58.16   57.67   60.00
Self wt.  : M     283.7   246.6   184.7    98.1    35.3    44.3     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.2    19.7
DL-Prec.  : M      52.7    45.8    34.3    18.2     6.5     8.2     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.7
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     394.0   342.5   256.5   136.2    49.0    61.5     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.7    25.3    27.4
Diaphragm : M       6.0     4.4     2.9     1.4     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     127.6   110.9    83.1    44.1    15.9    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.3     8.2     8.9
DL-Comp   : M      70.4    61.2    45.8    24.3     8.8    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.5     4.9
LL + I    : M+   1025.1   902.9   694.4   376.2   136.6   171.2     0.0
            V      51.9    71.9    88.1   104.3   114.7   113.3   120.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    59.3    73.8    88.7   104.3   114.7   113.3   120.0
            M     915.6   846.3   665.6   376.2   139.3   174.2    -0.0
Total     : M+   1959.5  1714.3  1301.8   698.5   252.5   316.7     0.0
            V      65.4    98.6   128.0   157.4   175.6   173.1   184.8
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    72.8   100.4   128.6   157.4   175.6   173.1   184.8
            M    1850.0  1657.7  1273.0   698.5   255.2   319.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               19.7             19.7
Deck+Haunch            27.4             27.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            3.7              3.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           44.4             44.4
DL-Comp.(DW)           24.5             24.5
Live                   80.0             80.0
        Truck          60.8             60.8
        Lane           19.2             19.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    44.3    35.3    98.1   184.7   246.6   283.7   296.1
(Max)       V      19.7    18.2    18.5    16.1    12.1     8.1     4.0     0.0
DL-Prec.  : M       0.0     8.2     6.5    18.2    34.3    45.8    52.7    55.0
DC(Max)     V       3.7     3.4     3.4     3.0     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    61.5    49.0   136.2   256.5   342.5   394.0   411.2
Haunch (Max)V      27.4    25.3    25.7    22.4    16.8    11.2     5.6     0.0
Diaphragm : M       0.0     0.6     0.5     1.4     2.9     4.4     6.0     7.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    19.9    15.9    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.3     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    11.0     8.8    24.3    45.8    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.6     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   137.0   109.3   300.9   555.5   722.3   820.1   838.7
            V      96.0    90.6    91.7    83.4    70.5    57.5    41.5    28.6
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    96.0    90.6    91.7    83.4    71.0    59.0    47.4    36.2
            M       0.0   139.3   111.5   300.9   532.5   677.0   732.5   703.2
Total     : M+      0.0   282.4   225.2   623.3  1162.9  1533.7  1754.5  1815.2
            V     160.8   150.4   152.6   136.5   110.4    84.2    55.0    28.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   160.8   150.4   152.6   136.5   110.8    85.7    60.9    36.5
            M       0.0   284.8   227.4   623.3  1139.9  1488.4  1666.9  1679.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   58.16   57.67   60.00
Self wt.  : M     283.7   246.6   184.7    98.1    35.3    44.3     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.2    19.7
DL-Prec.  : M      52.7    45.8    34.3    18.2     6.5     8.2     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.7
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     394.0   342.5   256.5   136.2    49.0    61.5     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.7    25.3    27.4
Diaphragm : M       6.0     4.4     2.9     1.4     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     127.6   110.9    83.1    44.1    15.9    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.3     8.2     8.9
DL-Comp   : M      70.4    61.2    45.8    24.3     8.8    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.5     4.9
LL + I    : M+    820.1   722.3   555.5   300.9   109.3   137.0     0.0
            V      41.5    57.5    70.5    83.4    91.7    90.6    96.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    47.4    59.0    71.0    83.4    91.7    90.6    96.0
            M     732.5   677.0   532.5   300.9   111.5   139.3    -0.0
Total     : M+   1754.5  1533.7  1162.9   623.3   225.2   282.4     0.0
            V      55.0    84.2   110.4   136.5   152.6   150.4   160.8
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    60.9    85.7   110.8   136.5   152.6   150.4   160.8
            M    1666.9  1488.4  1139.9   623.3   227.4   284.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    55.3    44.1   122.6   230.9   308.3   354.7   370.1
(Max)       V      24.7    22.8    23.2    20.2    15.1    10.1     5.0     0.0
Self wt.  : M       0.0    39.8    31.8    88.3   166.2   221.9   255.4   266.5
(Min)       V      17.8    16.4    16.7    14.5    10.9     7.3     3.6     0.0
DL-Prec.  : M       0.0    10.3     8.2    22.8    42.9    57.2    65.8    68.7
DC(Max)     V       4.6     4.2     4.3     3.7     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     7.4     5.9    16.4    30.9    41.2    47.4    49.5
DC(Min)     V       3.3     3.0     3.1     2.7     2.0     1.3     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    76.8    61.2   170.3   320.7   428.1   492.5   514.0
Haunch (Max)V      34.3    31.6    32.2    28.0    21.0    14.0     7.0     0.0
Deck +    : M       0.0    55.3    44.1   122.6   230.9   308.2   354.6   370.1
Haunch (Min)V      24.7    22.8    23.2    20.2    15.1    10.1     5.0     0.0
Diaphragm : M       0.0     0.7     0.6     1.7     3.6     5.5     7.5     9.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.4     1.2     2.6     4.0     5.4     6.7
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    24.9    19.8    55.2   103.9   138.7   159.5   166.5
DC(Max)     V      11.1    10.2    10.4     9.1     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    17.9    14.3    39.7    74.8    99.8   114.9   119.9
DC(Min)     V       8.0     7.4     7.5     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0    16.5    13.1    36.5    68.8    91.8   105.6   110.2
DW(Max)     V       7.3     6.8     6.9     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.1     5.7    15.8    29.8    39.8    45.8    47.8
DW(Min)     V       3.2     2.9     3.0     2.6     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   299.6   239.1   658.3  1215.2  1580.1  1793.9  1834.7
            V     209.9   198.2   200.7   182.5   154.2   125.9    90.8    62.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   209.9   198.2   200.7   182.5   155.3   129.1   103.8    79.3
            M       0.0   304.8   243.8   658.3  1164.9  1481.0  1602.3  1538.2
Total     : M+      0.0   484.2   386.1  1067.3  1985.9  2609.7  2979.6  3073.7
            V     292.2   274.1   277.9   249.9   204.8   159.7   107.9    62.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   292.2   274.1   277.9   249.9   205.8   163.0   120.9    79.6
            M       0.0   489.4   390.9  1067.3  1935.5  2510.6  2787.9  2777.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   58.16   57.67   60.00
Self wt.  : M     354.7   308.3   230.9   122.6    44.1    55.3     0.0
(Max)       V       5.0    10.1    15.1    20.2    23.2    22.8    24.7
Self wt.  : M     255.4   221.9   166.2    88.3    31.8    39.8     0.0
(Min)       V       3.6     7.3    10.9    14.5    16.7    16.4    17.8
DL-Prec.  : M      65.8    57.2    42.9    22.8     8.2    10.3     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.3     4.2     4.6
DL-Prec.  : M      47.4    41.2    30.9    16.4     5.9     7.4     0.0
DC(Min)     V       0.7     1.3     2.0     2.7     3.1     3.0     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     492.5   428.1   320.7   170.3    61.2    76.8     0.0
Haunch (Max)V       7.0    14.0    21.0    28.0    32.2    31.6    34.3
Deck +    : M     354.6   308.2   230.9   122.6    44.1    55.3     0.0
Haunch (Min)V       5.0    10.1    15.1    20.2    23.2    22.8    24.7
Diaphragm : M       7.5     5.5     3.6     1.7     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       5.4     4.0     2.6     1.2     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     159.5   138.7   103.9    55.2    19.8    24.9     0.0
DC(Max)     V       2.3     4.5     6.8     9.1    10.4    10.2    11.1
DL-Comp   : M     114.9    99.8    74.8    39.7    14.3    17.9     0.0
DC(Min)     V       1.6     3.3     4.9     6.5     7.5     7.4     8.0
DL-Comp   : M     105.6    91.8    68.8    36.5    13.1    16.5     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     6.8     7.3
DL-Comp   : M      45.8    39.8    29.8    15.8     5.7     7.1     0.0
DW(Min)     V       0.7     1.3     2.0     2.6     3.0     2.9     3.2
LL + I    : M+   1793.9  1580.1  1215.2   658.3   239.1   299.6     0.0
            V      90.8   125.9   154.2   182.5   200.7   198.2   209.9
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   103.8   129.1   155.3   182.5   200.7   198.2   209.9
            M    1602.3  1481.0  1164.9   658.3   243.8   304.8    -0.0
Total     : M+   2979.6  2609.7  1985.9  1067.3   386.1   484.2     0.0
            V     107.9   159.7   204.8   249.9   277.9   274.1   292.2
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   120.9   163.0   205.8   249.9   277.9   274.1   292.2
            M    2787.9  2510.6  1935.5  1067.3   390.9   489.4    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.7             24.7
Deck+Haunch            34.3             34.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            4.6              4.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           36.7             36.7
Live                  140.0            140.0
        Truck         106.4            106.4
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    44.3    35.3    98.1   184.7   246.6   283.7   296.1
(Max)       V      19.7    18.2    18.5    16.1    12.1     8.1     4.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     8.2     6.5    18.2    34.3    45.8    52.7    55.0
DC(Max)     V       3.7     3.4     3.4     3.0     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    61.5    49.0   136.2   256.5   342.5   394.0   411.2
Haunch (Max)V      27.4    25.3    25.7    22.4    16.8    11.2     5.6     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     1.4     2.9     4.4     6.0     7.5
(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    19.9    15.9    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.3     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.0     8.8    24.3    45.8    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.6     4.0     3.0     2.0     1.0     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   122.4    97.9   264.1   466.4   600.0   655.8   612.1
            V      96.8    90.8    92.1    82.9    69.0    54.6    40.7    35.0
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    96.8    90.8    92.1    82.9    69.0    55.6    43.2    35.0
            M       0.0   122.4    97.9   264.1   466.4   574.7   601.5   612.1
Total     : M+      0.0   267.8   213.8   586.4  1073.8  1411.4  1590.2  1588.6
            V     161.6   150.7   153.0   135.9   108.8    81.2    54.1    35.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   161.6   150.7   153.0   135.9   108.8    82.3    56.7    35.2
            M       0.0   267.8   213.8   586.4  1073.8  1386.1  1536.0  1588.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   58.16   57.67   60.00
Self wt.  : M     283.7   246.6   184.7    98.1    35.3    44.3     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.2    19.7
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      52.7    45.8    34.3    18.2     6.5     8.2     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.7
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     394.0   342.5   256.5   136.2    49.0    61.5     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.7    25.3    27.4
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       6.0     4.4     2.9     1.4     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     127.6   110.9    83.1    44.1    15.9    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.3     8.2     8.9
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      70.4    61.2    45.8    24.3     8.8    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.5     4.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    655.8   600.0   466.4   264.1    97.9   122.4     0.0
            V      40.7    54.6    69.0    82.9    92.1    90.8    96.8
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    43.2    55.6    69.0    82.9    92.1    90.8    96.8
            M     601.5   574.7   466.4   264.1    97.9   122.4     0.0
Total     : M+   1590.2  1411.4  1073.8   586.4   213.8   267.8     0.0
            V      54.1    81.2   108.8   135.9   153.0   150.7   161.6
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    56.7    82.3   108.8   135.9   153.0   150.7   161.6
            M    1536.0  1386.1  1073.8   586.4   213.8   267.8     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    6.13   12.27   18.40   24.53   30.67
 
Beam-Self
Precast-top    0.130   0.251   0.445   0.582   0.663   0.691 
Bottom        -0.113  -0.219  -0.387  -0.505  -0.574  -0.598 
 
Prestress
Precast-top   -0.310  -0.367  -0.479  -0.590  -0.699  -0.699 
Bottom         2.469   2.517   2.610   2.702   2.792   2.792 
 
Total
Precast-top   -0.180  -0.116  -0.034  -0.008  -0.036  -0.009 
Bottom         2.355   2.298   2.223   2.197   2.219   2.195 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.41 %)
             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    5.47   11.60   17.73   23.87   30.00
 
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   0.016   0.013   0.036   0.067   0.090   0.103   0.108 
Precast-top   -0.054  -0.006  -0.011   0.266   0.686   0.956   1.079   1.155 
Bottom         0.494   1.901   1.610   1.626   1.201   0.925   0.794   0.720 
 

 
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    6.13   12.27   18.40   24.53   30.67
 
Beam-Self
Precast-top    0.130   0.251   0.445   0.582   0.663   0.691 
Bottom        -0.113  -0.219  -0.387  -0.505  -0.574  -0.598 
 
Prestress
Precast-top   -0.310  -0.367  -0.479  -0.590  -0.699  -0.699 
Bottom         2.469   2.517   2.610   2.702   2.792   2.792 
 
Total
Precast-top   -0.180  -0.116  -0.034  -0.008  -0.036  -0.009 
Bottom         2.355   2.298   2.223   2.197   2.219   2.195 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.41 %)
             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    5.47   11.60   17.73   23.87   30.00
 
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    5.47   11.60   17.73   23.87   30.00
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   0.072   0.058   0.156   0.277   0.358   0.393   0.372 
Precast-top   -0.027   0.027   0.018   0.197   0.455   0.622   0.697   0.725 
Bottom         0.247   0.807   0.690   0.505   0.058  -0.234  -0.361  -0.348 
 

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
    292.2    6.5   40.5    0.502   1.7   6.00e-3 50.0    306.9     1.815    1.760      0.19
      0.0    0.4   40.3     42.0 0.247      16.2 0.87    12.00     0.092    0.971*
Transfer:   3.00
    274.1    6.5   40.5    2.258   7.6   1.65e-3 34.8    258.1     0.905    1.760      0.00
    489.4    1.8   39.6    189.0 0.231      39.0 2.14    12.00     0.092    1.081 
Critical:   3.96
    266.5    6.5   40.5    2.390   7.6   0.97e-3 32.4    238.2     0.764    1.760      0.00
    665.1    1.9   39.6    189.0 0.225      50.4 2.78    12.00     0.092    1.111 
0.1L    :   6.13
    249.9    6.5   40.5    2.682   7.6   0.79e-3 31.8    215.4     0.676    0.827      0.00
   1067.3    2.1   39.4    189.0 0.211      54.7 3.02    12.00     0.092    1.173 
0.2L    :  12.27
    205.8    6.5   39.0    3.906   7.6   0.69e-3 31.4    166.4     0.540    0.620      0.00
   1935.5    2.7   37.7    189.0 0.181      54.7 3.16    12.00     0.092    1.108 
0.3L    :  18.40
    163.0    6.5   39.9    3.906   7.6   1.79e-3 35.3    137.3     0.505    0.620      0.00
   2510.6    2.7   38.5    189.0 0.139      36.2 2.05    12.00     0.092    1.173 
0.4L    :  24.53
    120.9    6.5   40.7    3.906   0.0   2.10e-3 36.3    100.6     0.376    0.413      0.00
   2787.9    2.7   39.3    189.0 0.105      33.7 1.87    24.00     0.092    1.074 
0.5L    :  30.67
     79.6    6.5   40.7    3.906   0.0   1.70e-3 34.9     50.2     0.178    0.413      0.00
   2777.2    2.7   39.3    189.0 0.069      38.2 2.11    24.00     0.092    1.748 
0.6L    :  36.80
    120.9    6.5   40.7    3.906   0.0   2.10e-3 36.3    100.6     0.376    0.413      0.00
   2787.9    2.7   39.3    189.0 0.105      33.7 1.87    24.00     0.092    1.074 
0.7L    :  42.93
    163.0    6.5   39.9    3.906   7.6   1.79e-3 35.3    137.3     0.505    0.620      0.00
   2510.6    2.7   38.5    189.0 0.139      36.2 2.05    12.00     0.092    1.173 
0.8L    :  49.07
    205.8    6.5   39.0    3.906   7.6   0.69e-3 31.4    166.4     0.540    0.620      0.00
   1935.5    2.7   37.7    189.0 0.181      54.7 3.16    12.00     0.092    1.108 
0.9L    :  55.20
    249.9    6.5   40.5    2.682   7.6   0.79e-3 31.8    215.4     0.676    0.827      0.00
   1067.3    2.1   39.4    189.0 0.211      54.7 3.02    12.00     0.092    1.173 
Critical:  57.37
    266.5    6.5   40.5    2.390   7.6   0.97e-3 32.4    238.2     0.764    1.760      0.00
    665.1    1.9   39.6    189.0 0.225      50.4 2.78    12.00     0.092    1.111 
Transfer:  58.33
    274.1    6.5   40.5    2.258   7.6   1.65e-3 34.8    258.1     0.905    1.760      0.00
    489.4    1.8   39.6    189.0 0.231      39.0 2.14    12.00     0.092    1.081 
Bearing :  60.67
    292.2    6.5   40.5    0.502   1.7   6.00e-3 50.0    306.9     1.815    1.760      0.19
      0.0    0.4   40.3     42.0 0.247      16.2 0.87    12.00     0.092    0.971*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    1.53
 
 
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
    292.2      8.06     40.50    0.40       40.30    24.00      0.300      1.936      0.000      1.760 
Transfer:      2.33
    274.1      7.69     40.50    1.79       39.61    24.00      0.300      1.814      0.000      1.760 
Critical:      3.30
    266.7      7.49     40.50    1.89       39.55    24.00      0.300      1.747      0.000      1.760 
0.1L    :      5.47
    249.9      7.04     40.50    2.12       39.44    24.00      0.300      1.596      0.000      0.827 
0.2L    :     11.60
    205.8      6.07     39.03    2.73       37.66    24.00      0.300      1.274      0.000      0.620 
0.3L    :     17.73
    163.0      4.70     39.86    2.73       38.50    24.00      0.300      0.818      0.000      0.620 
0.4L    :     23.87
    120.9      3.41     40.69    2.73       39.33    24.00      0.300      0.388      0.000      0.413 
0.5L    :     30.00
     79.6      2.25     40.69    2.73       39.33    24.00      0.300      0.000      0.000      0.413 
0.6L    :     36.13
    120.9      3.41     40.69    2.73       39.33    24.00      0.300      0.388      0.000      0.413 
0.7L    :     42.27
    163.0      4.70     39.86    2.73       38.50    24.00      0.300      0.818      0.000      0.620 
0.8L    :     48.40
    205.8      6.07     39.03    2.73       37.66    24.00      0.300      1.274      0.000      0.620 
0.9L    :     54.53
    249.9      7.04     40.50    2.12       39.44    24.00      0.300      1.596      0.000      0.827 
Critical:     56.70
    266.7      7.49     40.50    1.89       39.55    24.00      0.300      1.747      0.000      1.760 
Transfer:     57.67
    274.1      7.69     40.50    1.79       39.61    24.00      0.300      1.814      0.000      1.760 
Bearing :     60.00
    292.2      8.06     40.50    0.40       40.30    24.00      0.300      1.936      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 = 5.47 ft
Prestress      :       0.491  1.80      0.884  2.20      1.081
Self Wt.       :      -0.145  1.85     -0.268  2.40     -0.347
Deck + Haunch  :                       -0.162  2.30     -0.374
DL-Prec. (DC)  :                       -0.022  3.00     -0.065
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.018  3.00     -0.053
DL-Comp. (DW)  :                       -0.010  3.00     -0.029
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 11.60 ft
Prestress      :       0.883  1.80      1.590  2.20      1.943
Self Wt.       :      -0.273  1.85     -0.504  2.40     -0.654
Deck + Haunch  :                       -0.325  2.30     -0.748
DL-Prec. (DC)  :                       -0.043  3.00     -0.130
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.035  3.00     -0.106
DL-Comp. (DW)  :                       -0.019  3.00     -0.058
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 17.73 ft
Prestress      :       1.167  1.80      2.100  2.20      2.567
Self Wt.       :      -0.372  1.85     -0.688  2.40     -0.892
Deck + Haunch  :                       -0.452  2.30     -1.040
DL-Prec. (DC)  :                       -0.060  3.00     -0.181
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.049  3.00     -0.147
DL-Comp. (DW)  :                       -0.027  3.00     -0.081
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 23.87 ft
Prestress      :       1.336  1.80      2.404  2.20      2.938
Self Wt.       :      -0.434  1.85     -0.802  2.40     -1.040
Deck + Haunch  :                       -0.531  2.30     -1.222
DL-Prec. (DC)  :                       -0.071  3.00     -0.213
Diaphragm      :                       -0.008  3.00     -0.023
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.058  3.00     -0.173
DL-Comp. (DW)  :                       -0.032  3.00     -0.096
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 30.00 ft
Prestress      :       1.395  1.80      2.511  2.20      3.068
Self Wt.       :      -0.455  1.85     -0.842  2.40     -1.093
Deck + Haunch  :                       -0.559  2.30     -1.286
DL-Prec. (DC)  :                       -0.075  3.00     -0.224
Diaphragm      :                       -0.008  3.00     -0.024
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.061  3.00     -0.182
DL-Comp. (DW)  :                       -0.034  3.00     -0.101
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 36.13 ft
Prestress      :       1.336  1.80      2.404  2.20      2.938
Self Wt.       :      -0.434  1.85     -0.802  2.40     -1.040
Deck + Haunch  :                       -0.531  2.30     -1.222
DL-Prec. (DC)  :                       -0.071  3.00     -0.213
Diaphragm      :                       -0.008  3.00     -0.023
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.058  3.00     -0.173
DL-Comp. (DW)  :                       -0.032  3.00     -0.096
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 42.27 ft
Prestress      :       1.167  1.80      2.100  2.20      2.567
Self Wt.       :      -0.372  1.85     -0.688  2.40     -0.892
Deck + Haunch  :                       -0.452  2.30     -1.040
DL-Prec. (DC)  :                       -0.060  3.00     -0.181
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.049  3.00     -0.147
DL-Comp. (DW)  :                       -0.027  3.00     -0.081
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 48.40 ft
Prestress      :       0.883  1.80      1.590  2.20      1.943
Self Wt.       :      -0.273  1.85     -0.504  2.40     -0.654
Deck + Haunch  :                       -0.325  2.30     -0.748
DL-Prec. (DC)  :                       -0.043  3.00     -0.130
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.035  3.00     -0.106
DL-Comp. (DW)  :                       -0.019  3.00     -0.058
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 54.53 ft
Prestress      :       0.491  1.80      0.884  2.20      1.081
Self Wt.       :      -0.145  1.85     -0.268  2.40     -0.347
Deck + Haunch  :                       -0.162  2.30     -0.374
DL-Prec. (DC)  :                       -0.022  3.00     -0.065
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.018  3.00     -0.053
DL-Comp. (DW)  :                       -0.010  3.00     -0.029
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 2,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.33
   484.2    37.8  2.540  265.8    2.1   1.79   2074.5  0.057T 1.00       -       -     -     -  
H/2     :   1.84
   386.1    37.7  2.125  266.5    1.8   1.50   1744.0  0.069T 1.00       -       -     -     -  
0.1L    :   5.47
  1067.3    38.2  3.017  265.1    2.5   2.12   2474.9  0.048T 1.00       -       -     -     -  
0.2L    :  11.60
  1985.9    39.0  3.906  263.8    3.2   2.73   3233.7  0.036T 1.00       -       -     -     -  
0.3L    :  17.73
  2609.7    39.9  3.906  263.9    3.2   2.73   3306.8  0.036T 1.00    309.0   309.0   10.70    -  
0.4L    :  23.87
  2979.6    40.7  3.906  264.0    3.2   2.73   3379.9  0.036T 1.00    249.3   249.3   13.56    -  
0.5L    :  30.00
  3073.7    40.7  3.906  264.0    3.2   2.73   3379.9  0.036T 1.00    227.0   227.0   14.89    -  
0.6L    :  36.13
  2979.6    40.7  3.906  264.0    3.2   2.73   3379.9  0.036T 1.00    249.3   249.3   13.56    -  
0.7L    :  42.27
  2609.7    39.9  3.906  263.9    3.2   2.73   3306.8  0.036T 1.00    309.0   309.0   10.70    -  
0.8L    :  48.40
  1985.9    39.0  3.906  263.8    3.2   2.73   3233.7  0.036T 1.00    413.0   413.0    7.83    -  
0.9L    :  54.53
  1067.3    38.2  3.017  265.1    2.5   2.12   2474.9  0.048T 1.00       -       -     -     -  
H/2     :  58.16
   386.1    37.7  2.125  266.5    1.8   1.50   1744.0  0.069T 1.00       -       -     -     -  
Transfer:  57.67
   484.2    37.8  2.540  265.8    2.1   1.79   2074.5  0.057T 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 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.024
        M   2.00 Fb     0.223
 
  2   2 E  32.00 Ft     0.338
        M   2.00 Fb     0.193
 
  3   2 E   6.00 Ft     0.296
        M   6.00 Fb     0.474
 
  4   2 E   6.00 Ft     0.254
        M   6.00 Fb     0.755
 
  5   2 E   6.00 Ft     0.212
        M   6.00 Fb     1.036
 
  6   2 E   4.00 Ft     0.138
        M   4.00 Fb     1.345
 
  7   2 E   2.00 Ft     0.032
        M   2.00 Fb     1.681
 
  8   2 E   2.00 Ft    -0.074
        M   2.00 Fb     2.018
 
  9   2 E   2.00 Ft    -0.180
        M   2.00 Fb     2.355
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 61.33            Release Length, ft: 61.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   2           No. of strands, Straight:  16
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  6.06 %               Final losses: 12.82 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       2.355     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.180       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)                  3379.90     3073.66     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   0.108     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.155     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.901    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   0.725     Midspan
    Pre.Bot:                                                             2.000   0.807    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  30.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.395  1.80      2.511  2.20      3.068
Self Wt.       :      -0.455  1.85     -0.842  2.40     -1.093
Deck + Haunch  :                       -0.559  2.30     -1.286
DL-Prec. (DC)  :                       -0.075  3.00     -0.224
Diaphragm      :                       -0.008  3.00     -0.024
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.061  3.00     -0.182
DL-Comp. (DW)  :                       -0.034  3.00     -0.101
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   60.00
     DC  Line       0.087      0.00       0.087   60.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    30.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 61.333 ft
Release length = 61.333 ft
Design  length = 60.000 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)  : 0.775   (Calculated)    
Live Moment (1  lane  loaded)  : 0.559   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.199   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.959   (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     5.47    11.60    17.73    23.87    30.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    636.4    652.9    649.4    652.9    652.9    652.9    652.9    652.9
  Yb      ,  in    17.06    16.79    16.85    16.78    16.75    16.73    16.70    16.70
  MI(Ixx) , in4   100480   102310   101915   102499   102892   103314   103764   103764
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1451.2   1467.0   1463.7   1467.0   1467.0   1467.0   1467.0   1467.0
  Yb      ,  in    30.11    29.86    29.91    29.85    29.84    29.83    29.82    29.82
  MI(Ixx) , in4   297506   306309   304439   306718   307538   308386   309262   309262

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:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 24.53 ft from member end )
END PATTERN (Ycg = 6.89 in):
     8 @  2.000 in     2 @  4.000 in     6 @  6.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
     2 @  2.000 in
(B) Straight:
     8 @  2.000 in     2 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.970 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.963 ft
Holddown Force        =   8.624 kips     Beam Shrtng (PL/AE)   =      0.196 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)       
-------------------------------------------------------------------------------------
      1104.508         740 817.336      9.965 40358.680   548.186     388.236        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      4.1250    Yes
      2      US#6[M19]       60.00        0.88       6.50       4.1250      4.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.6670      7.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.6670     20.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.6670     23.1699    Yes
      2      US#5[M16]       60.00        0.62      18.00      23.1667     38.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      38.1667     40.6699    Yes
      2      US#5[M16]       60.00        0.62      12.00      40.6663     53.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      53.6663     56.6663    Yes
      2      US#6[M19]       60.00        0.88       6.50      56.6663     57.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      57.2083     61.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      61.2083     61.3333     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 61.3333       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  3.56 in
         P_init    =      765.7 kips  Ecc = 13.58 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.88 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.848 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.47 ksi    0.00 ksi
    due to Composite Loads                                 -1.31 ksi    0.00 ksi
    due to Live Loads                                      -5.30 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                        11.02 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.88 ksi  ( 6.06 %)            13.25 ksi ( 6.76 %)
Total Prestress Losses                                    25.13 ksi (12.82 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    44.3    35.3    98.1   184.7   246.6   283.7   296.1
(Max)       V      19.7    18.2    18.5    16.1    12.1     8.1     4.0     0.0
DL-Prec.  : M       0.0     8.2     6.5    18.2    34.3    45.8    52.7    55.0
DC(Max)     V       3.7     3.4     3.4     3.0     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    61.5    49.0   136.2   256.5   342.5   394.0   411.2
Haunch (Max)V      27.4    25.3    25.7    22.4    16.8    11.2     5.6     0.0
Diaphragm : M       0.0     0.6     0.5     1.4     2.9     4.4     6.0     7.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    19.9    15.9    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.3     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    11.0     8.8    24.3    45.8    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.6     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   171.2   136.6   376.2   694.4   902.9  1025.1  1048.4
            V     120.0   113.3   114.7   104.3    88.1    71.9    51.9    35.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   120.0   113.3   114.7   104.3    88.7    73.8    59.3    45.3
            M       0.0   174.2   139.3   376.2   665.6   846.3   915.6   879.0
Total     : M+      0.0   316.7   252.5   698.5  1301.8  1714.3  1959.5  2024.9
            V     184.8   173.1   175.6   157.4   128.0    98.6    65.4    36.0
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   184.8   173.1   175.6   157.4   128.6   100.4    72.8    45.5
            M       0.0   319.6   255.2   698.5  1273.0  1657.7  1850.0  1855.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   58.16   57.67   60.00
Self wt.  : M     283.7   246.6   184.7    98.1    35.3    44.3     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.2    19.7
DL-Prec.  : M      52.7    45.8    34.3    18.2     6.5     8.2     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.7
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     394.0   342.5   256.5   136.2    49.0    61.5     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.7    25.3    27.4
Diaphragm : M       6.0     4.4     2.9     1.4     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     127.6   110.9    83.1    44.1    15.9    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.3     8.2     8.9
DL-Comp   : M      70.4    61.2    45.8    24.3     8.8    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.5     4.9
LL + I    : M+   1025.1   902.9   694.4   376.2   136.6   171.2     0.0
            V      51.9    71.9    88.1   104.3   114.7   113.3   120.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    59.3    73.8    88.7   104.3   114.7   113.3   120.0
            M     915.6   846.3   665.6   376.2   139.3   174.2    -0.0
Total     : M+   1959.5  1714.3  1301.8   698.5   252.5   316.7     0.0
            V      65.4    98.6   128.0   157.4   175.6   173.1   184.8
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    72.8   100.4   128.6   157.4   175.6   173.1   184.8
            M    1850.0  1657.7  1273.0   698.5   255.2   319.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               19.7             19.7
Deck+Haunch            27.4             27.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            3.7              3.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           44.4             44.4
DL-Comp.(DW)           24.5             24.5
Live                   80.0             80.0
        Truck          60.8             60.8
        Lane           19.2             19.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    44.3    35.3    98.1   184.7   246.6   283.7   296.1
(Max)       V      19.7    18.2    18.5    16.1    12.1     8.1     4.0     0.0
DL-Prec.  : M       0.0     8.2     6.5    18.2    34.3    45.8    52.7    55.0
DC(Max)     V       3.7     3.4     3.4     3.0     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    61.5    49.0   136.2   256.5   342.5   394.0   411.2
Haunch (Max)V      27.4    25.3    25.7    22.4    16.8    11.2     5.6     0.0
Diaphragm : M       0.0     0.6     0.5     1.4     2.9     4.4     6.0     7.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    19.9    15.9    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.3     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    11.0     8.8    24.3    45.8    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.6     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   137.0   109.3   300.9   555.5   722.3   820.1   838.7
            V      96.0    90.6    91.7    83.4    70.5    57.5    41.5    28.6
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    96.0    90.6    91.7    83.4    71.0    59.0    47.4    36.2
            M       0.0   139.3   111.5   300.9   532.5   677.0   732.5   703.2
Total     : M+      0.0   282.4   225.2   623.3  1162.9  1533.7  1754.5  1815.2
            V     160.8   150.4   152.6   136.5   110.4    84.2    55.0    28.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   160.8   150.4   152.6   136.5   110.8    85.7    60.9    36.5
            M       0.0   284.8   227.4   623.3  1139.9  1488.4  1666.9  1679.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   58.16   57.67   60.00
Self wt.  : M     283.7   246.6   184.7    98.1    35.3    44.3     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.2    19.7
DL-Prec.  : M      52.7    45.8    34.3    18.2     6.5     8.2     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.7
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     394.0   342.5   256.5   136.2    49.0    61.5     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.7    25.3    27.4
Diaphragm : M       6.0     4.4     2.9     1.4     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     127.6   110.9    83.1    44.1    15.9    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.3     8.2     8.9
DL-Comp   : M      70.4    61.2    45.8    24.3     8.8    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.5     4.9
LL + I    : M+    820.1   722.3   555.5   300.9   109.3   137.0     0.0
            V      41.5    57.5    70.5    83.4    91.7    90.6    96.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    47.4    59.0    71.0    83.4    91.7    90.6    96.0
            M     732.5   677.0   532.5   300.9   111.5   139.3    -0.0
Total     : M+   1754.5  1533.7  1162.9   623.3   225.2   282.4     0.0
            V      55.0    84.2   110.4   136.5   152.6   150.4   160.8
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    60.9    85.7   110.8   136.5   152.6   150.4   160.8
            M    1666.9  1488.4  1139.9   623.3   227.4   284.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    55.3    44.1   122.6   230.9   308.3   354.7   370.1
(Max)       V      24.7    22.8    23.2    20.2    15.1    10.1     5.0     0.0
Self wt.  : M       0.0    39.8    31.8    88.3   166.2   221.9   255.4   266.5
(Min)       V      17.8    16.4    16.7    14.5    10.9     7.3     3.6     0.0
DL-Prec.  : M       0.0    10.3     8.2    22.8    42.9    57.2    65.8    68.7
DC(Max)     V       4.6     4.2     4.3     3.7     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     7.4     5.9    16.4    30.9    41.2    47.4    49.5
DC(Min)     V       3.3     3.0     3.1     2.7     2.0     1.3     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    76.8    61.2   170.3   320.7   428.1   492.5   514.0
Haunch (Max)V      34.3    31.6    32.2    28.0    21.0    14.0     7.0     0.0
Deck +    : M       0.0    55.3    44.1   122.6   230.9   308.2   354.6   370.1
Haunch (Min)V      24.7    22.8    23.2    20.2    15.1    10.1     5.0     0.0
Diaphragm : M       0.0     0.7     0.6     1.7     3.6     5.5     7.5     9.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.4     1.2     2.6     4.0     5.4     6.7
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    24.9    19.8    55.2   103.9   138.7   159.5   166.5
DC(Max)     V      11.1    10.2    10.4     9.1     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    17.9    14.3    39.7    74.8    99.8   114.9   119.9
DC(Min)     V       8.0     7.4     7.5     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0    16.5    13.1    36.5    68.8    91.8   105.6   110.2
DW(Max)     V       7.3     6.8     6.9     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.1     5.7    15.8    29.8    39.8    45.8    47.8
DW(Min)     V       3.2     2.9     3.0     2.6     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   299.6   239.1   658.3  1215.2  1580.1  1793.9  1834.7
            V     209.9   198.2   200.7   182.5   154.2   125.9    90.8    62.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   209.9   198.2   200.7   182.5   155.3   129.1   103.8    79.3
            M       0.0   304.8   243.8   658.3  1164.9  1481.0  1602.3  1538.2
Total     : M+      0.0   484.2   386.1  1067.3  1985.9  2609.7  2979.6  3073.7
            V     292.2   274.1   277.9   249.9   204.8   159.7   107.9    62.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   292.2   274.1   277.9   249.9   205.8   163.0   120.9    79.6
            M       0.0   489.4   390.9  1067.3  1935.5  2510.6  2787.9  2777.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   58.16   57.67   60.00
Self wt.  : M     354.7   308.3   230.9   122.6    44.1    55.3     0.0
(Max)       V       5.0    10.1    15.1    20.2    23.2    22.8    24.7
Self wt.  : M     255.4   221.9   166.2    88.3    31.8    39.8     0.0
(Min)       V       3.6     7.3    10.9    14.5    16.7    16.4    17.8
DL-Prec.  : M      65.8    57.2    42.9    22.8     8.2    10.3     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.3     4.2     4.6
DL-Prec.  : M      47.4    41.2    30.9    16.4     5.9     7.4     0.0
DC(Min)     V       0.7     1.3     2.0     2.7     3.1     3.0     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     492.5   428.1   320.7   170.3    61.2    76.8     0.0
Haunch (Max)V       7.0    14.0    21.0    28.0    32.2    31.6    34.3
Deck +    : M     354.6   308.2   230.9   122.6    44.1    55.3     0.0
Haunch (Min)V       5.0    10.1    15.1    20.2    23.2    22.8    24.7
Diaphragm : M       7.5     5.5     3.6     1.7     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       5.4     4.0     2.6     1.2     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     159.5   138.7   103.9    55.2    19.8    24.9     0.0
DC(Max)     V       2.3     4.5     6.8     9.1    10.4    10.2    11.1
DL-Comp   : M     114.9    99.8    74.8    39.7    14.3    17.9     0.0
DC(Min)     V       1.6     3.3     4.9     6.5     7.5     7.4     8.0
DL-Comp   : M     105.6    91.8    68.8    36.5    13.1    16.5     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     6.8     7.3
DL-Comp   : M      45.8    39.8    29.8    15.8     5.7     7.1     0.0
DW(Min)     V       0.7     1.3     2.0     2.6     3.0     2.9     3.2
LL + I    : M+   1793.9  1580.1  1215.2   658.3   239.1   299.6     0.0
            V      90.8   125.9   154.2   182.5   200.7   198.2   209.9
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   103.8   129.1   155.3   182.5   200.7   198.2   209.9
            M    1602.3  1481.0  1164.9   658.3   243.8   304.8    -0.0
Total     : M+   2979.6  2609.7  1985.9  1067.3   386.1   484.2     0.0
            V     107.9   159.7   204.8   249.9   277.9   274.1   292.2
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   120.9   163.0   205.8   249.9   277.9   274.1   292.2
            M    2787.9  2510.6  1935.5  1067.3   390.9   489.4    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.7             24.7
Deck+Haunch            34.3             34.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            4.6              4.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           36.7             36.7
Live                  140.0            140.0
        Truck         106.4            106.4
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    44.3    35.3    98.1   184.7   246.6   283.7   296.1
(Max)       V      19.7    18.2    18.5    16.1    12.1     8.1     4.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     8.2     6.5    18.2    34.3    45.8    52.7    55.0
DC(Max)     V       3.7     3.4     3.4     3.0     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    61.5    49.0   136.2   256.5   342.5   394.0   411.2
Haunch (Max)V      27.4    25.3    25.7    22.4    16.8    11.2     5.6     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     1.4     2.9     4.4     6.0     7.5
(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    19.9    15.9    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.3     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.0     8.8    24.3    45.8    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.6     4.0     3.0     2.0     1.0     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   122.4    97.9   264.1   466.4   600.0   655.8   612.1
            V      96.8    90.8    92.1    82.9    69.0    54.6    40.7    35.0
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    96.8    90.8    92.1    82.9    69.0    55.6    43.2    35.0
            M       0.0   122.4    97.9   264.1   466.4   574.7   601.5   612.1
Total     : M+      0.0   267.8   213.8   586.4  1073.8  1411.4  1590.2  1588.6
            V     161.6   150.7   153.0   135.9   108.8    81.2    54.1    35.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   161.6   150.7   153.0   135.9   108.8    82.3    56.7    35.2
            M       0.0   267.8   213.8   586.4  1073.8  1386.1  1536.0  1588.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   58.16   57.67   60.00
Self wt.  : M     283.7   246.6   184.7    98.1    35.3    44.3     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.2    19.7
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      52.7    45.8    34.3    18.2     6.5     8.2     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.7
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     394.0   342.5   256.5   136.2    49.0    61.5     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.7    25.3    27.4
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       6.0     4.4     2.9     1.4     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     127.6   110.9    83.1    44.1    15.9    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.3     8.2     8.9
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      70.4    61.2    45.8    24.3     8.8    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.5     4.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    655.8   600.0   466.4   264.1    97.9   122.4     0.0
            V      40.7    54.6    69.0    82.9    92.1    90.8    96.8
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    43.2    55.6    69.0    82.9    92.1    90.8    96.8
            M     601.5   574.7   466.4   264.1    97.9   122.4     0.0
Total     : M+   1590.2  1411.4  1073.8   586.4   213.8   267.8     0.0
            V      54.1    81.2   108.8   135.9   153.0   150.7   161.6
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    56.7    82.3   108.8   135.9   153.0   150.7   161.6
            M    1536.0  1386.1  1073.8   586.4   213.8   267.8     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    6.13   12.27   18.40   24.53   30.67
 
Beam-Self
Precast-top    0.130   0.251   0.445   0.582   0.663   0.691 
Bottom        -0.113  -0.219  -0.387  -0.505  -0.574  -0.598 
 
Prestress
Precast-top   -0.310  -0.367  -0.479  -0.590  -0.699  -0.699 
Bottom         2.469   2.517   2.610   2.702   2.792   2.792 
 
Total
Precast-top   -0.180  -0.116  -0.034  -0.008  -0.036  -0.009 
Bottom         2.355   2.298   2.223   2.197   2.219   2.195 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.41 %)
             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    5.47   11.60   17.73   23.87   30.00
 
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   0.016   0.013   0.036   0.067   0.090   0.103   0.108 
Precast-top   -0.054  -0.006  -0.011   0.266   0.686   0.956   1.079   1.155 
Bottom         0.494   1.901   1.610   1.626   1.201   0.925   0.794   0.720 
 

 
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    6.13   12.27   18.40   24.53   30.67
 
Beam-Self
Precast-top    0.130   0.251   0.445   0.582   0.663   0.691 
Bottom        -0.113  -0.219  -0.387  -0.505  -0.574  -0.598 
 
Prestress
Precast-top   -0.310  -0.367  -0.479  -0.590  -0.699  -0.699 
Bottom         2.469   2.517   2.610   2.702   2.792   2.792 
 
Total
Precast-top   -0.180  -0.116  -0.034  -0.008  -0.036  -0.009 
Bottom         2.355   2.298   2.223   2.197   2.219   2.195 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.41 %)
             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    5.47   11.60   17.73   23.87   30.00
 
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    5.47   11.60   17.73   23.87   30.00
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   0.072   0.058   0.156   0.277   0.358   0.393   0.372 
Precast-top   -0.027   0.027   0.018   0.197   0.455   0.622   0.697   0.725 
Bottom         0.247   0.807   0.690   0.505   0.058  -0.234  -0.361  -0.348 
 

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
    292.2    6.5   40.5    0.502   1.7   6.00e-3 50.0    306.9     1.815    1.760      0.19
      0.0    0.4   40.3     42.0 0.247      16.2 0.87    12.00     0.092    0.971*
Transfer:   3.00
    274.1    6.5   40.5    2.258   7.6   1.65e-3 34.8    258.1     0.905    1.760      0.00
    489.4    1.8   39.6    189.0 0.231      39.0 2.14    12.00     0.092    1.081 
Critical:   3.96
    266.5    6.5   40.5    2.390   7.6   0.97e-3 32.4    238.2     0.764    1.760      0.00
    665.1    1.9   39.6    189.0 0.225      50.4 2.78    12.00     0.092    1.111 
0.1L    :   6.13
    249.9    6.5   40.5    2.682   7.6   0.79e-3 31.8    215.4     0.676    0.827      0.00
   1067.3    2.1   39.4    189.0 0.211      54.7 3.02    12.00     0.092    1.173 
0.2L    :  12.27
    205.8    6.5   39.0    3.906   7.6   0.69e-3 31.4    166.4     0.540    0.620      0.00
   1935.5    2.7   37.7    189.0 0.181      54.7 3.16    12.00     0.092    1.108 
0.3L    :  18.40
    163.0    6.5   39.9    3.906   7.6   1.79e-3 35.3    137.3     0.505    0.620      0.00
   2510.6    2.7   38.5    189.0 0.139      36.2 2.05    12.00     0.092    1.173 
0.4L    :  24.53
    120.9    6.5   40.7    3.906   0.0   2.10e-3 36.3    100.6     0.376    0.413      0.00
   2787.9    2.7   39.3    189.0 0.105      33.7 1.87    24.00     0.092    1.074 
0.5L    :  30.67
     79.6    6.5   40.7    3.906   0.0   1.70e-3 34.9     50.2     0.178    0.413      0.00
   2777.2    2.7   39.3    189.0 0.069      38.2 2.11    24.00     0.092    1.748 
0.6L    :  36.80
    120.9    6.5   40.7    3.906   0.0   2.10e-3 36.3    100.6     0.376    0.413      0.00
   2787.9    2.7   39.3    189.0 0.105      33.7 1.87    24.00     0.092    1.074 
0.7L    :  42.93
    163.0    6.5   39.9    3.906   7.6   1.79e-3 35.3    137.3     0.505    0.620      0.00
   2510.6    2.7   38.5    189.0 0.139      36.2 2.05    12.00     0.092    1.173 
0.8L    :  49.07
    205.8    6.5   39.0    3.906   7.6   0.69e-3 31.4    166.4     0.540    0.620      0.00
   1935.5    2.7   37.7    189.0 0.181      54.7 3.16    12.00     0.092    1.108 
0.9L    :  55.20
    249.9    6.5   40.5    2.682   7.6   0.79e-3 31.8    215.4     0.676    0.827      0.00
   1067.3    2.1   39.4    189.0 0.211      54.7 3.02    12.00     0.092    1.173 
Critical:  57.37
    266.5    6.5   40.5    2.390   7.6   0.97e-3 32.4    238.2     0.764    1.760      0.00
    665.1    1.9   39.6    189.0 0.225      50.4 2.78    12.00     0.092    1.111 
Transfer:  58.33
    274.1    6.5   40.5    2.258   7.6   1.65e-3 34.8    258.1     0.905    1.760      0.00
    489.4    1.8   39.6    189.0 0.231      39.0 2.14    12.00     0.092    1.081 
Bearing :  60.67
    292.2    6.5   40.5    0.502   1.7   6.00e-3 50.0    306.9     1.815    1.760      0.19
      0.0    0.4   40.3     42.0 0.247      16.2 0.87    12.00     0.092    0.971*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    1.53
 
 
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
    292.2      8.06     40.50    0.40       40.30    24.00      0.300      1.936      0.000      1.760 
Transfer:      2.33
    274.1      7.69     40.50    1.79       39.61    24.00      0.300      1.814      0.000      1.760 
Critical:      3.30
    266.7      7.49     40.50    1.89       39.55    24.00      0.300      1.747      0.000      1.760 
0.1L    :      5.47
    249.9      7.04     40.50    2.12       39.44    24.00      0.300      1.596      0.000      0.827 
0.2L    :     11.60
    205.8      6.07     39.03    2.73       37.66    24.00      0.300      1.274      0.000      0.620 
0.3L    :     17.73
    163.0      4.70     39.86    2.73       38.50    24.00      0.300      0.818      0.000      0.620 
0.4L    :     23.87
    120.9      3.41     40.69    2.73       39.33    24.00      0.300      0.388      0.000      0.413 
0.5L    :     30.00
     79.6      2.25     40.69    2.73       39.33    24.00      0.300      0.000      0.000      0.413 
0.6L    :     36.13
    120.9      3.41     40.69    2.73       39.33    24.00      0.300      0.388      0.000      0.413 
0.7L    :     42.27
    163.0      4.70     39.86    2.73       38.50    24.00      0.300      0.818      0.000      0.620 
0.8L    :     48.40
    205.8      6.07     39.03    2.73       37.66    24.00      0.300      1.274      0.000      0.620 
0.9L    :     54.53
    249.9      7.04     40.50    2.12       39.44    24.00      0.300      1.596      0.000      0.827 
Critical:     56.70
    266.7      7.49     40.50    1.89       39.55    24.00      0.300      1.747      0.000      1.760 
Transfer:     57.67
    274.1      7.69     40.50    1.79       39.61    24.00      0.300      1.814      0.000      1.760 
Bearing :     60.00
    292.2      8.06     40.50    0.40       40.30    24.00      0.300      1.936      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 = 5.47 ft
Prestress      :       0.491  1.80      0.884  2.20      1.081
Self Wt.       :      -0.145  1.85     -0.268  2.40     -0.347
Deck + Haunch  :                       -0.162  2.30     -0.374
DL-Prec. (DC)  :                       -0.022  3.00     -0.065
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.018  3.00     -0.053
DL-Comp. (DW)  :                       -0.010  3.00     -0.029
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 11.60 ft
Prestress      :       0.883  1.80      1.590  2.20      1.943
Self Wt.       :      -0.273  1.85     -0.504  2.40     -0.654
Deck + Haunch  :                       -0.325  2.30     -0.748
DL-Prec. (DC)  :                       -0.043  3.00     -0.130
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.035  3.00     -0.106
DL-Comp. (DW)  :                       -0.019  3.00     -0.058
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 17.73 ft
Prestress      :       1.167  1.80      2.100  2.20      2.567
Self Wt.       :      -0.372  1.85     -0.688  2.40     -0.892
Deck + Haunch  :                       -0.452  2.30     -1.040
DL-Prec. (DC)  :                       -0.060  3.00     -0.181
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.049  3.00     -0.147
DL-Comp. (DW)  :                       -0.027  3.00     -0.081
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 23.87 ft
Prestress      :       1.336  1.80      2.404  2.20      2.938
Self Wt.       :      -0.434  1.85     -0.802  2.40     -1.040
Deck + Haunch  :                       -0.531  2.30     -1.222
DL-Prec. (DC)  :                       -0.071  3.00     -0.213
Diaphragm      :                       -0.008  3.00     -0.023
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.058  3.00     -0.173
DL-Comp. (DW)  :                       -0.032  3.00     -0.096
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 30.00 ft
Prestress      :       1.395  1.80      2.511  2.20      3.068
Self Wt.       :      -0.455  1.85     -0.842  2.40     -1.093
Deck + Haunch  :                       -0.559  2.30     -1.286
DL-Prec. (DC)  :                       -0.075  3.00     -0.224
Diaphragm      :                       -0.008  3.00     -0.024
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.061  3.00     -0.182
DL-Comp. (DW)  :                       -0.034  3.00     -0.101
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 36.13 ft
Prestress      :       1.336  1.80      2.404  2.20      2.938
Self Wt.       :      -0.434  1.85     -0.802  2.40     -1.040
Deck + Haunch  :                       -0.531  2.30     -1.222
DL-Prec. (DC)  :                       -0.071  3.00     -0.213
Diaphragm      :                       -0.008  3.00     -0.023
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.058  3.00     -0.173
DL-Comp. (DW)  :                       -0.032  3.00     -0.096
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 42.27 ft
Prestress      :       1.167  1.80      2.100  2.20      2.567
Self Wt.       :      -0.372  1.85     -0.688  2.40     -0.892
Deck + Haunch  :                       -0.452  2.30     -1.040
DL-Prec. (DC)  :                       -0.060  3.00     -0.181
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.049  3.00     -0.147
DL-Comp. (DW)  :                       -0.027  3.00     -0.081
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 48.40 ft
Prestress      :       0.883  1.80      1.590  2.20      1.943
Self Wt.       :      -0.273  1.85     -0.504  2.40     -0.654
Deck + Haunch  :                       -0.325  2.30     -0.748
DL-Prec. (DC)  :                       -0.043  3.00     -0.130
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.035  3.00     -0.106
DL-Comp. (DW)  :                       -0.019  3.00     -0.058
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 54.53 ft
Prestress      :       0.491  1.80      0.884  2.20      1.081
Self Wt.       :      -0.145  1.85     -0.268  2.40     -0.347
Deck + Haunch  :                       -0.162  2.30     -0.374
DL-Prec. (DC)  :                       -0.022  3.00     -0.065
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.018  3.00     -0.053
DL-Comp. (DW)  :                       -0.010  3.00     -0.029
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 3,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.33
   484.2    37.8  2.540  265.8    2.1   1.79   2074.5  0.057T 1.00       -       -     -     -  
H/2     :   1.84
   386.1    37.7  2.125  266.5    1.8   1.50   1744.0  0.069T 1.00       -       -     -     -  
0.1L    :   5.47
  1067.3    38.2  3.017  265.1    2.5   2.12   2474.9  0.048T 1.00       -       -     -     -  
0.2L    :  11.60
  1985.9    39.0  3.906  263.8    3.2   2.73   3233.7  0.036T 1.00       -       -     -     -  
0.3L    :  17.73
  2609.7    39.9  3.906  263.9    3.2   2.73   3306.8  0.036T 1.00    309.0   309.0   10.70    -  
0.4L    :  23.87
  2979.6    40.7  3.906  264.0    3.2   2.73   3379.9  0.036T 1.00    249.3   249.3   13.56    -  
0.5L    :  30.00
  3073.7    40.7  3.906  264.0    3.2   2.73   3379.9  0.036T 1.00    227.0   227.0   14.89    -  
0.6L    :  36.13
  2979.6    40.7  3.906  264.0    3.2   2.73   3379.9  0.036T 1.00    249.3   249.3   13.56    -  
0.7L    :  42.27
  2609.7    39.9  3.906  263.9    3.2   2.73   3306.8  0.036T 1.00    309.0   309.0   10.70    -  
0.8L    :  48.40
  1985.9    39.0  3.906  263.8    3.2   2.73   3233.7  0.036T 1.00    413.0   413.0    7.83    -  
0.9L    :  54.53
  1067.3    38.2  3.017  265.1    2.5   2.12   2474.9  0.048T 1.00       -       -     -     -  
H/2     :  58.16
   386.1    37.7  2.125  266.5    1.8   1.50   1744.0  0.069T 1.00       -       -     -     -  
Transfer:  57.67
   484.2    37.8  2.540  265.8    2.1   1.79   2074.5  0.057T 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 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.024
        M   2.00 Fb     0.223
 
  2   2 E  32.00 Ft     0.338
        M   2.00 Fb     0.193
 
  3   2 E   6.00 Ft     0.296
        M   6.00 Fb     0.474
 
  4   2 E   6.00 Ft     0.254
        M   6.00 Fb     0.755
 
  5   2 E   6.00 Ft     0.212
        M   6.00 Fb     1.036
 
  6   2 E   4.00 Ft     0.138
        M   4.00 Fb     1.345
 
  7   2 E   2.00 Ft     0.032
        M   2.00 Fb     1.681
 
  8   2 E   2.00 Ft    -0.074
        M   2.00 Fb     2.018
 
  9   2 E   2.00 Ft    -0.180
        M   2.00 Fb     2.355
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 61.33            Release Length, ft: 61.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   2           No. of strands, Straight:  16
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  6.06 %               Final losses: 12.82 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       2.355     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.180       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)                  3379.90     3073.66     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   0.108     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.155     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.901    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   0.725     Midspan
    Pre.Bot:                                                             2.000   0.807    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  30.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.395  1.80      2.511  2.20      3.068
Self Wt.       :      -0.455  1.85     -0.842  2.40     -1.093
Deck + Haunch  :                       -0.559  2.30     -1.286
DL-Prec. (DC)  :                       -0.075  3.00     -0.224
Diaphragm      :                       -0.008  3.00     -0.024
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.061  3.00     -0.182
DL-Comp. (DW)  :                       -0.034  3.00     -0.101
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   60.00
     DC  Line       0.087      0.00       0.087   60.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    30.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 61.333 ft
Release length = 61.333 ft
Design  length = 60.000 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)  : 0.775   (Calculated)    
Live Moment (1  lane  loaded)  : 0.559   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.199   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.959   (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     5.47    11.60    17.73    23.87    30.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    636.4    652.9    649.4    652.9    652.9    652.9    652.9    652.9
  Yb      ,  in    17.06    16.79    16.85    16.78    16.75    16.73    16.70    16.70
  MI(Ixx) , in4   100480   102310   101915   102499   102892   103314   103764   103764
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1451.2   1467.0   1463.7   1467.0   1467.0   1467.0   1467.0   1467.0
  Yb      ,  in    30.11    29.86    29.91    29.85    29.84    29.83    29.82    29.82
  MI(Ixx) , in4   297506   306309   304439   306718   307538   308386   309262   309262

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:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 24.53 ft from member end )
END PATTERN (Ycg = 6.89 in):
     8 @  2.000 in     2 @  4.000 in     6 @  6.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
     2 @  2.000 in
(B) Straight:
     8 @  2.000 in     2 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.970 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.963 ft
Holddown Force        =   8.624 kips     Beam Shrtng (PL/AE)   =      0.196 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)       
-------------------------------------------------------------------------------------
      1104.508         740 817.336      9.965 40358.680   548.186     388.236        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      4.1250    Yes
      2      US#6[M19]       60.00        0.88       6.50       4.1250      4.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.6670      7.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.6670     20.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.6670     23.1699    Yes
      2      US#5[M16]       60.00        0.62      18.00      23.1667     38.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      38.1667     40.6699    Yes
      2      US#5[M16]       60.00        0.62      12.00      40.6663     53.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      53.6663     56.6663    Yes
      2      US#6[M19]       60.00        0.88       6.50      56.6663     57.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      57.2083     61.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      61.2083     61.3333     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 61.3333       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  3.56 in
         P_init    =      765.7 kips  Ecc = 13.58 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.88 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.848 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.47 ksi    0.00 ksi
    due to Composite Loads                                 -1.31 ksi    0.00 ksi
    due to Live Loads                                      -5.30 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                        11.02 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.88 ksi  ( 6.06 %)            13.25 ksi ( 6.76 %)
Total Prestress Losses                                    25.13 ksi (12.82 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    44.3    35.3    98.1   184.7   246.6   283.7   296.1
(Max)       V      19.7    18.2    18.5    16.1    12.1     8.1     4.0     0.0
DL-Prec.  : M       0.0     8.2     6.5    18.2    34.3    45.8    52.7    55.0
DC(Max)     V       3.7     3.4     3.4     3.0     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    61.5    49.0   136.2   256.5   342.5   394.0   411.2
Haunch (Max)V      27.4    25.3    25.7    22.4    16.8    11.2     5.6     0.0
Diaphragm : M       0.0     0.6     0.5     1.4     2.9     4.4     6.0     7.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    19.9    15.9    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.3     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    11.0     8.8    24.3    45.8    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.6     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   171.2   136.6   376.2   694.4   902.9  1025.1  1048.4
            V     120.0   113.3   114.7   104.3    88.1    71.9    51.9    35.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   120.0   113.3   114.7   104.3    88.7    73.8    59.3    45.3
            M       0.0   174.2   139.3   376.2   665.6   846.3   915.6   879.0
Total     : M+      0.0   316.7   252.5   698.5  1301.8  1714.3  1959.5  2024.9
            V     184.8   173.1   175.6   157.4   128.0    98.6    65.4    36.0
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   184.8   173.1   175.6   157.4   128.6   100.4    72.8    45.5
            M       0.0   319.6   255.2   698.5  1273.0  1657.7  1850.0  1855.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   58.16   57.67   60.00
Self wt.  : M     283.7   246.6   184.7    98.1    35.3    44.3     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.2    19.7
DL-Prec.  : M      52.7    45.8    34.3    18.2     6.5     8.2     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.7
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     394.0   342.5   256.5   136.2    49.0    61.5     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.7    25.3    27.4
Diaphragm : M       6.0     4.4     2.9     1.4     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     127.6   110.9    83.1    44.1    15.9    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.3     8.2     8.9
DL-Comp   : M      70.4    61.2    45.8    24.3     8.8    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.5     4.9
LL + I    : M+   1025.1   902.9   694.4   376.2   136.6   171.2     0.0
            V      51.9    71.9    88.1   104.3   114.7   113.3   120.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    59.3    73.8    88.7   104.3   114.7   113.3   120.0
            M     915.6   846.3   665.6   376.2   139.3   174.2    -0.0
Total     : M+   1959.5  1714.3  1301.8   698.5   252.5   316.7     0.0
            V      65.4    98.6   128.0   157.4   175.6   173.1   184.8
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    72.8   100.4   128.6   157.4   175.6   173.1   184.8
            M    1850.0  1657.7  1273.0   698.5   255.2   319.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               19.7             19.7
Deck+Haunch            27.4             27.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            3.7              3.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           44.4             44.4
DL-Comp.(DW)           24.5             24.5
Live                   80.0             80.0
        Truck          60.8             60.8
        Lane           19.2             19.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    44.3    35.3    98.1   184.7   246.6   283.7   296.1
(Max)       V      19.7    18.2    18.5    16.1    12.1     8.1     4.0     0.0
DL-Prec.  : M       0.0     8.2     6.5    18.2    34.3    45.8    52.7    55.0
DC(Max)     V       3.7     3.4     3.4     3.0     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    61.5    49.0   136.2   256.5   342.5   394.0   411.2
Haunch (Max)V      27.4    25.3    25.7    22.4    16.8    11.2     5.6     0.0
Diaphragm : M       0.0     0.6     0.5     1.4     2.9     4.4     6.0     7.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    19.9    15.9    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.3     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    11.0     8.8    24.3    45.8    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.6     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   137.0   109.3   300.9   555.5   722.3   820.1   838.7
            V      96.0    90.6    91.7    83.4    70.5    57.5    41.5    28.6
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    96.0    90.6    91.7    83.4    71.0    59.0    47.4    36.2
            M       0.0   139.3   111.5   300.9   532.5   677.0   732.5   703.2
Total     : M+      0.0   282.4   225.2   623.3  1162.9  1533.7  1754.5  1815.2
            V     160.8   150.4   152.6   136.5   110.4    84.2    55.0    28.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   160.8   150.4   152.6   136.5   110.8    85.7    60.9    36.5
            M       0.0   284.8   227.4   623.3  1139.9  1488.4  1666.9  1679.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   58.16   57.67   60.00
Self wt.  : M     283.7   246.6   184.7    98.1    35.3    44.3     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.2    19.7
DL-Prec.  : M      52.7    45.8    34.3    18.2     6.5     8.2     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.7
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     394.0   342.5   256.5   136.2    49.0    61.5     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.7    25.3    27.4
Diaphragm : M       6.0     4.4     2.9     1.4     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     127.6   110.9    83.1    44.1    15.9    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.3     8.2     8.9
DL-Comp   : M      70.4    61.2    45.8    24.3     8.8    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.5     4.9
LL + I    : M+    820.1   722.3   555.5   300.9   109.3   137.0     0.0
            V      41.5    57.5    70.5    83.4    91.7    90.6    96.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    47.4    59.0    71.0    83.4    91.7    90.6    96.0
            M     732.5   677.0   532.5   300.9   111.5   139.3    -0.0
Total     : M+   1754.5  1533.7  1162.9   623.3   225.2   282.4     0.0
            V      55.0    84.2   110.4   136.5   152.6   150.4   160.8
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    60.9    85.7   110.8   136.5   152.6   150.4   160.8
            M    1666.9  1488.4  1139.9   623.3   227.4   284.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    55.3    44.1   122.6   230.9   308.3   354.7   370.1
(Max)       V      24.7    22.8    23.2    20.2    15.1    10.1     5.0     0.0
Self wt.  : M       0.0    39.8    31.8    88.3   166.2   221.9   255.4   266.5
(Min)       V      17.8    16.4    16.7    14.5    10.9     7.3     3.6     0.0
DL-Prec.  : M       0.0    10.3     8.2    22.8    42.9    57.2    65.8    68.7
DC(Max)     V       4.6     4.2     4.3     3.7     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     7.4     5.9    16.4    30.9    41.2    47.4    49.5
DC(Min)     V       3.3     3.0     3.1     2.7     2.0     1.3     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    76.8    61.2   170.3   320.7   428.1   492.5   514.0
Haunch (Max)V      34.3    31.6    32.2    28.0    21.0    14.0     7.0     0.0
Deck +    : M       0.0    55.3    44.1   122.6   230.9   308.2   354.6   370.1
Haunch (Min)V      24.7    22.8    23.2    20.2    15.1    10.1     5.0     0.0
Diaphragm : M       0.0     0.7     0.6     1.7     3.6     5.5     7.5     9.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.4     1.2     2.6     4.0     5.4     6.7
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    24.9    19.8    55.2   103.9   138.7   159.5   166.5
DC(Max)     V      11.1    10.2    10.4     9.1     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    17.9    14.3    39.7    74.8    99.8   114.9   119.9
DC(Min)     V       8.0     7.4     7.5     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0    16.5    13.1    36.5    68.8    91.8   105.6   110.2
DW(Max)     V       7.3     6.8     6.9     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.1     5.7    15.8    29.8    39.8    45.8    47.8
DW(Min)     V       3.2     2.9     3.0     2.6     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   299.6   239.1   658.3  1215.2  1580.1  1793.9  1834.7
            V     209.9   198.2   200.7   182.5   154.2   125.9    90.8    62.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   209.9   198.2   200.7   182.5   155.3   129.1   103.8    79.3
            M       0.0   304.8   243.8   658.3  1164.9  1481.0  1602.3  1538.2
Total     : M+      0.0   484.2   386.1  1067.3  1985.9  2609.7  2979.6  3073.7
            V     292.2   274.1   277.9   249.9   204.8   159.7   107.9    62.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   292.2   274.1   277.9   249.9   205.8   163.0   120.9    79.6
            M       0.0   489.4   390.9  1067.3  1935.5  2510.6  2787.9  2777.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   58.16   57.67   60.00
Self wt.  : M     354.7   308.3   230.9   122.6    44.1    55.3     0.0
(Max)       V       5.0    10.1    15.1    20.2    23.2    22.8    24.7
Self wt.  : M     255.4   221.9   166.2    88.3    31.8    39.8     0.0
(Min)       V       3.6     7.3    10.9    14.5    16.7    16.4    17.8
DL-Prec.  : M      65.8    57.2    42.9    22.8     8.2    10.3     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.3     4.2     4.6
DL-Prec.  : M      47.4    41.2    30.9    16.4     5.9     7.4     0.0
DC(Min)     V       0.7     1.3     2.0     2.7     3.1     3.0     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     492.5   428.1   320.7   170.3    61.2    76.8     0.0
Haunch (Max)V       7.0    14.0    21.0    28.0    32.2    31.6    34.3
Deck +    : M     354.6   308.2   230.9   122.6    44.1    55.3     0.0
Haunch (Min)V       5.0    10.1    15.1    20.2    23.2    22.8    24.7
Diaphragm : M       7.5     5.5     3.6     1.7     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       5.4     4.0     2.6     1.2     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     159.5   138.7   103.9    55.2    19.8    24.9     0.0
DC(Max)     V       2.3     4.5     6.8     9.1    10.4    10.2    11.1
DL-Comp   : M     114.9    99.8    74.8    39.7    14.3    17.9     0.0
DC(Min)     V       1.6     3.3     4.9     6.5     7.5     7.4     8.0
DL-Comp   : M     105.6    91.8    68.8    36.5    13.1    16.5     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     6.8     7.3
DL-Comp   : M      45.8    39.8    29.8    15.8     5.7     7.1     0.0
DW(Min)     V       0.7     1.3     2.0     2.6     3.0     2.9     3.2
LL + I    : M+   1793.9  1580.1  1215.2   658.3   239.1   299.6     0.0
            V      90.8   125.9   154.2   182.5   200.7   198.2   209.9
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   103.8   129.1   155.3   182.5   200.7   198.2   209.9
            M    1602.3  1481.0  1164.9   658.3   243.8   304.8    -0.0
Total     : M+   2979.6  2609.7  1985.9  1067.3   386.1   484.2     0.0
            V     107.9   159.7   204.8   249.9   277.9   274.1   292.2
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   120.9   163.0   205.8   249.9   277.9   274.1   292.2
            M    2787.9  2510.6  1935.5  1067.3   390.9   489.4    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.7             24.7
Deck+Haunch            34.3             34.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            4.6              4.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           36.7             36.7
Live                  140.0            140.0
        Truck         106.4            106.4
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    44.3    35.3    98.1   184.7   246.6   283.7   296.1
(Max)       V      19.7    18.2    18.5    16.1    12.1     8.1     4.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     8.2     6.5    18.2    34.3    45.8    52.7    55.0
DC(Max)     V       3.7     3.4     3.4     3.0     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    61.5    49.0   136.2   256.5   342.5   394.0   411.2
Haunch (Max)V      27.4    25.3    25.7    22.4    16.8    11.2     5.6     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     1.4     2.9     4.4     6.0     7.5
(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    19.9    15.9    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.3     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.0     8.8    24.3    45.8    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.6     4.0     3.0     2.0     1.0     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   122.4    97.9   264.1   466.4   600.0   655.8   612.1
            V      96.8    90.8    92.1    82.9    69.0    54.6    40.7    35.0
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    96.8    90.8    92.1    82.9    69.0    55.6    43.2    35.0
            M       0.0   122.4    97.9   264.1   466.4   574.7   601.5   612.1
Total     : M+      0.0   267.8   213.8   586.4  1073.8  1411.4  1590.2  1588.6
            V     161.6   150.7   153.0   135.9   108.8    81.2    54.1    35.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   161.6   150.7   153.0   135.9   108.8    82.3    56.7    35.2
            M       0.0   267.8   213.8   586.4  1073.8  1386.1  1536.0  1588.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   58.16   57.67   60.00
Self wt.  : M     283.7   246.6   184.7    98.1    35.3    44.3     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.2    19.7
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      52.7    45.8    34.3    18.2     6.5     8.2     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.4     3.7
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     394.0   342.5   256.5   136.2    49.0    61.5     0.0
Haunch (Max)V       5.6    11.2    16.8    22.4    25.7    25.3    27.4
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       6.0     4.4     2.9     1.4     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     127.6   110.9    83.1    44.1    15.9    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.3     8.2     8.9
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      70.4    61.2    45.8    24.3     8.8    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.5     4.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    655.8   600.0   466.4   264.1    97.9   122.4     0.0
            V      40.7    54.6    69.0    82.9    92.1    90.8    96.8
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    43.2    55.6    69.0    82.9    92.1    90.8    96.8
            M     601.5   574.7   466.4   264.1    97.9   122.4     0.0
Total     : M+   1590.2  1411.4  1073.8   586.4   213.8   267.8     0.0
            V      54.1    81.2   108.8   135.9   153.0   150.7   161.6
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    56.7    82.3   108.8   135.9   153.0   150.7   161.6
            M    1536.0  1386.1  1073.8   586.4   213.8   267.8     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    6.13   12.27   18.40   24.53   30.67
 
Beam-Self
Precast-top    0.130   0.251   0.445   0.582   0.663   0.691 
Bottom        -0.113  -0.219  -0.387  -0.505  -0.574  -0.598 
 
Prestress
Precast-top   -0.310  -0.367  -0.479  -0.590  -0.699  -0.699 
Bottom         2.469   2.517   2.610   2.702   2.792   2.792 
 
Total
Precast-top   -0.180  -0.116  -0.034  -0.008  -0.036  -0.009 
Bottom         2.355   2.298   2.223   2.197   2.219   2.195 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.41 %)
             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    5.47   11.60   17.73   23.87   30.00
 
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   0.016   0.013   0.036   0.067   0.090   0.103   0.108 
Precast-top   -0.054  -0.006  -0.011   0.266   0.686   0.956   1.079   1.155 
Bottom         0.494   1.901   1.610   1.626   1.201   0.925   0.794   0.720 
 

 
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    6.13   12.27   18.40   24.53   30.67
 
Beam-Self
Precast-top    0.130   0.251   0.445   0.582   0.663   0.691 
Bottom        -0.113  -0.219  -0.387  -0.505  -0.574  -0.598 
 
Prestress
Precast-top   -0.310  -0.367  -0.479  -0.590  -0.699  -0.699 
Bottom         2.469   2.517   2.610   2.702   2.792   2.792 
 
Total
Precast-top   -0.180  -0.116  -0.034  -0.008  -0.036  -0.009 
Bottom         2.355   2.298   2.223   2.197   2.219   2.195 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.41 %)
             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    5.47   11.60   17.73   23.87   30.00
 
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    5.47   11.60   17.73   23.87   30.00
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   0.072   0.058   0.156   0.277   0.358   0.393   0.372 
Precast-top   -0.027   0.027   0.018   0.197   0.455   0.622   0.697   0.725 
Bottom         0.247   0.807   0.690   0.505   0.058  -0.234  -0.361  -0.348 
 

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
    292.2    6.5   40.5    0.502   1.7   6.00e-3 50.0    306.9     1.815    1.760      0.19
      0.0    0.4   40.3     42.0 0.247      16.2 0.87    12.00     0.092    0.971*
Transfer:   3.00
    274.1    6.5   40.5    2.258   7.6   1.65e-3 34.8    258.1     0.905    1.760      0.00
    489.4    1.8   39.6    189.0 0.231      39.0 2.14    12.00     0.092    1.081 
Critical:   3.96
    266.5    6.5   40.5    2.390   7.6   0.97e-3 32.4    238.2     0.764    1.760      0.00
    665.1    1.9   39.6    189.0 0.225      50.4 2.78    12.00     0.092    1.111 
0.1L    :   6.13
    249.9    6.5   40.5    2.682   7.6   0.79e-3 31.8    215.4     0.676    0.827      0.00
   1067.3    2.1   39.4    189.0 0.211      54.7 3.02    12.00     0.092    1.173 
0.2L    :  12.27
    205.8    6.5   39.0    3.906   7.6   0.69e-3 31.4    166.4     0.540    0.620      0.00
   1935.5    2.7   37.7    189.0 0.181      54.7 3.16    12.00     0.092    1.108 
0.3L    :  18.40
    163.0    6.5   39.9    3.906   7.6   1.79e-3 35.3    137.3     0.505    0.620      0.00
   2510.6    2.7   38.5    189.0 0.139      36.2 2.05    12.00     0.092    1.173 
0.4L    :  24.53
    120.9    6.5   40.7    3.906   0.0   2.10e-3 36.3    100.6     0.376    0.413      0.00
   2787.9    2.7   39.3    189.0 0.105      33.7 1.87    24.00     0.092    1.074 
0.5L    :  30.67
     79.6    6.5   40.7    3.906   0.0   1.70e-3 34.9     50.2     0.178    0.413      0.00
   2777.2    2.7   39.3    189.0 0.069      38.2 2.11    24.00     0.092    1.748 
0.6L    :  36.80
    120.9    6.5   40.7    3.906   0.0   2.10e-3 36.3    100.6     0.376    0.413      0.00
   2787.9    2.7   39.3    189.0 0.105      33.7 1.87    24.00     0.092    1.074 
0.7L    :  42.93
    163.0    6.5   39.9    3.906   7.6   1.79e-3 35.3    137.3     0.505    0.620      0.00
   2510.6    2.7   38.5    189.0 0.139      36.2 2.05    12.00     0.092    1.173 
0.8L    :  49.07
    205.8    6.5   39.0    3.906   7.6   0.69e-3 31.4    166.4     0.540    0.620      0.00
   1935.5    2.7   37.7    189.0 0.181      54.7 3.16    12.00     0.092    1.108 
0.9L    :  55.20
    249.9    6.5   40.5    2.682   7.6   0.79e-3 31.8    215.4     0.676    0.827      0.00
   1067.3    2.1   39.4    189.0 0.211      54.7 3.02    12.00     0.092    1.173 
Critical:  57.37
    266.5    6.5   40.5    2.390   7.6   0.97e-3 32.4    238.2     0.764    1.760      0.00
    665.1    1.9   39.6    189.0 0.225      50.4 2.78    12.00     0.092    1.111 
Transfer:  58.33
    274.1    6.5   40.5    2.258   7.6   1.65e-3 34.8    258.1     0.905    1.760      0.00
    489.4    1.8   39.6    189.0 0.231      39.0 2.14    12.00     0.092    1.081 
Bearing :  60.67
    292.2    6.5   40.5    0.502   1.7   6.00e-3 50.0    306.9     1.815    1.760      0.19
      0.0    0.4   40.3     42.0 0.247      16.2 0.87    12.00     0.092    0.971*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    1.53
 
 
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
    292.2      8.06     40.50    0.40       40.30    24.00      0.300      1.936      0.000      1.760 
Transfer:      2.33
    274.1      7.69     40.50    1.79       39.61    24.00      0.300      1.814      0.000      1.760 
Critical:      3.30
    266.7      7.49     40.50    1.89       39.55    24.00      0.300      1.747      0.000      1.760 
0.1L    :      5.47
    249.9      7.04     40.50    2.12       39.44    24.00      0.300      1.596      0.000      0.827 
0.2L    :     11.60
    205.8      6.07     39.03    2.73       37.66    24.00      0.300      1.274      0.000      0.620 
0.3L    :     17.73
    163.0      4.70     39.86    2.73       38.50    24.00      0.300      0.818      0.000      0.620 
0.4L    :     23.87
    120.9      3.41     40.69    2.73       39.33    24.00      0.300      0.388      0.000      0.413 
0.5L    :     30.00
     79.6      2.25     40.69    2.73       39.33    24.00      0.300      0.000      0.000      0.413 
0.6L    :     36.13
    120.9      3.41     40.69    2.73       39.33    24.00      0.300      0.388      0.000      0.413 
0.7L    :     42.27
    163.0      4.70     39.86    2.73       38.50    24.00      0.300      0.818      0.000      0.620 
0.8L    :     48.40
    205.8      6.07     39.03    2.73       37.66    24.00      0.300      1.274      0.000      0.620 
0.9L    :     54.53
    249.9      7.04     40.50    2.12       39.44    24.00      0.300      1.596      0.000      0.827 
Critical:     56.70
    266.7      7.49     40.50    1.89       39.55    24.00      0.300      1.747      0.000      1.760 
Transfer:     57.67
    274.1      7.69     40.50    1.79       39.61    24.00      0.300      1.814      0.000      1.760 
Bearing :     60.00
    292.2      8.06     40.50    0.40       40.30    24.00      0.300      1.936      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 = 5.47 ft
Prestress      :       0.491  1.80      0.884  2.20      1.081
Self Wt.       :      -0.145  1.85     -0.268  2.40     -0.347
Deck + Haunch  :                       -0.162  2.30     -0.374
DL-Prec. (DC)  :                       -0.022  3.00     -0.065
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.018  3.00     -0.053
DL-Comp. (DW)  :                       -0.010  3.00     -0.029
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 11.60 ft
Prestress      :       0.883  1.80      1.590  2.20      1.943
Self Wt.       :      -0.273  1.85     -0.504  2.40     -0.654
Deck + Haunch  :                       -0.325  2.30     -0.748
DL-Prec. (DC)  :                       -0.043  3.00     -0.130
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.035  3.00     -0.106
DL-Comp. (DW)  :                       -0.019  3.00     -0.058
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 17.73 ft
Prestress      :       1.167  1.80      2.100  2.20      2.567
Self Wt.       :      -0.372  1.85     -0.688  2.40     -0.892
Deck + Haunch  :                       -0.452  2.30     -1.040
DL-Prec. (DC)  :                       -0.060  3.00     -0.181
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.049  3.00     -0.147
DL-Comp. (DW)  :                       -0.027  3.00     -0.081
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 23.87 ft
Prestress      :       1.336  1.80      2.404  2.20      2.938
Self Wt.       :      -0.434  1.85     -0.802  2.40     -1.040
Deck + Haunch  :                       -0.531  2.30     -1.222
DL-Prec. (DC)  :                       -0.071  3.00     -0.213
Diaphragm      :                       -0.008  3.00     -0.023
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.058  3.00     -0.173
DL-Comp. (DW)  :                       -0.032  3.00     -0.096
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 30.00 ft
Prestress      :       1.395  1.80      2.511  2.20      3.068
Self Wt.       :      -0.455  1.85     -0.842  2.40     -1.093
Deck + Haunch  :                       -0.559  2.30     -1.286
DL-Prec. (DC)  :                       -0.075  3.00     -0.224
Diaphragm      :                       -0.008  3.00     -0.024
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.061  3.00     -0.182
DL-Comp. (DW)  :                       -0.034  3.00     -0.101
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 36.13 ft
Prestress      :       1.336  1.80      2.404  2.20      2.938
Self Wt.       :      -0.434  1.85     -0.802  2.40     -1.040
Deck + Haunch  :                       -0.531  2.30     -1.222
DL-Prec. (DC)  :                       -0.071  3.00     -0.213
Diaphragm      :                       -0.008  3.00     -0.023
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.058  3.00     -0.173
DL-Comp. (DW)  :                       -0.032  3.00     -0.096
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 42.27 ft
Prestress      :       1.167  1.80      2.100  2.20      2.567
Self Wt.       :      -0.372  1.85     -0.688  2.40     -0.892
Deck + Haunch  :                       -0.452  2.30     -1.040
DL-Prec. (DC)  :                       -0.060  3.00     -0.181
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.049  3.00     -0.147
DL-Comp. (DW)  :                       -0.027  3.00     -0.081
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 48.40 ft
Prestress      :       0.883  1.80      1.590  2.20      1.943
Self Wt.       :      -0.273  1.85     -0.504  2.40     -0.654
Deck + Haunch  :                       -0.325  2.30     -0.748
DL-Prec. (DC)  :                       -0.043  3.00     -0.130
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.035  3.00     -0.106
DL-Comp. (DW)  :                       -0.019  3.00     -0.058
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 54.53 ft
Prestress      :       0.491  1.80      0.884  2.20      1.081
Self Wt.       :      -0.145  1.85     -0.268  2.40     -0.347
Deck + Haunch  :                       -0.162  2.30     -0.374
DL-Prec. (DC)  :                       -0.022  3.00     -0.065
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.018  3.00     -0.053
DL-Comp. (DW)  :                       -0.010  3.00     -0.029
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 4,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.33
   484.2    37.8  2.540  265.8    2.1   1.79   2074.5  0.057T 1.00       -       -     -     -  
H/2     :   1.84
   386.1    37.7  2.125  266.5    1.8   1.50   1744.0  0.069T 1.00       -       -     -     -  
0.1L    :   5.47
  1067.3    38.2  3.017  265.1    2.5   2.12   2474.9  0.048T 1.00       -       -     -     -  
0.2L    :  11.60
  1985.9    39.0  3.906  263.8    3.2   2.73   3233.7  0.036T 1.00       -       -     -     -  
0.3L    :  17.73
  2609.7    39.9  3.906  263.9    3.2   2.73   3306.8  0.036T 1.00    309.0   309.0   10.70    -  
0.4L    :  23.87
  2979.6    40.7  3.906  264.0    3.2   2.73   3379.9  0.036T 1.00    249.3   249.3   13.56    -  
0.5L    :  30.00
  3073.7    40.7  3.906  264.0    3.2   2.73   3379.9  0.036T 1.00    227.0   227.0   14.89    -  
0.6L    :  36.13
  2979.6    40.7  3.906  264.0    3.2   2.73   3379.9  0.036T 1.00    249.3   249.3   13.56    -  
0.7L    :  42.27
  2609.7    39.9  3.906  263.9    3.2   2.73   3306.8  0.036T 1.00    309.0   309.0   10.70    -  
0.8L    :  48.40
  1985.9    39.0  3.906  263.8    3.2   2.73   3233.7  0.036T 1.00    413.0   413.0    7.83    -  
0.9L    :  54.53
  1067.3    38.2  3.017  265.1    2.5   2.12   2474.9  0.048T 1.00       -       -     -     -  
H/2     :  58.16
   386.1    37.7  2.125  266.5    1.8   1.50   1744.0  0.069T 1.00       -       -     -     -  
Transfer:  57.67
   484.2    37.8  2.540  265.8    2.1   1.79   2074.5  0.057T 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 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.024
        M   2.00 Fb     0.223
 
  2   2 E  32.00 Ft     0.338
        M   2.00 Fb     0.193
 
  3   2 E   6.00 Ft     0.296
        M   6.00 Fb     0.474
 
  4   2 E   6.00 Ft     0.254
        M   6.00 Fb     0.755
 
  5   2 E   6.00 Ft     0.212
        M   6.00 Fb     1.036
 
  6   2 E   4.00 Ft     0.138
        M   4.00 Fb     1.345
 
  7   2 E   2.00 Ft     0.032
        M   2.00 Fb     1.681
 
  8   2 E   2.00 Ft    -0.074
        M   2.00 Fb     2.018
 
  9   2 E   2.00 Ft    -0.180
        M   2.00 Fb     2.355
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 61.33            Release Length, ft: 61.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   2           No. of strands, Straight:  16
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  6.06 %               Final losses: 12.82 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       2.355     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.180       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)                  3379.90     3073.66     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   0.108     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.155     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.901    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   0.725     Midspan
    Pre.Bot:                                                             2.000   0.807    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  30.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.395  1.80      2.511  2.20      3.068
Self Wt.       :      -0.455  1.85     -0.842  2.40     -1.093
Deck + Haunch  :                       -0.559  2.30     -1.286
DL-Prec. (DC)  :                       -0.075  3.00     -0.224
Diaphragm      :                       -0.008  3.00     -0.024
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.061  3.00     -0.182
DL-Comp. (DW)  :                       -0.034  3.00     -0.101
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  3.50 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   60.00
     DC  Line       0.076      0.00       0.076   60.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    30.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 61.333 ft
Release length = 61.333 ft
Design  length = 60.000 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)  : 0.759   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.953   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.050   (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     5.47    11.60    17.73    23.87    30.00
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    636.4    652.9    649.4    652.9    652.9    652.9    652.9    652.9
  Yb      ,  in    17.06    16.79    16.85    16.78    16.75    16.73    16.70    16.70
  MI(Ixx) , in4   100480   102310   101915   102499   102892   103314   103764   103764
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1354.0   1369.8   1366.5   1369.8   1369.8   1369.8   1369.8   1369.8
  Yb      ,  in    29.37    29.11    29.17    29.10    29.09    29.08    29.07    29.07
  MI(Ixx) , in4   286046   294304   292549   294699   295495   296317   297168   297168

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:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 24.53 ft from member end )
END PATTERN (Ycg = 6.89 in):
     8 @  2.000 in     2 @  4.000 in     6 @  6.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
     2 @  2.000 in
(B) Straight:
     8 @  2.000 in     2 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.906 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.883 ft
Holddown Force        =   8.624 kips     Beam Shrtng (PL/AE)   =      0.196 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)       
-------------------------------------------------------------------------------------
      1104.508         740 817.336      9.965 40358.680   548.186     388.236        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      4.1250    Yes
      2      US#6[M19]       60.00        0.88       6.50       4.1250      4.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.6670      7.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.6670     20.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.6670     23.1699    Yes
      2      US#5[M16]       60.00        0.62      18.00      23.1667     38.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      38.1667     40.6699    Yes
      2      US#5[M16]       60.00        0.62      12.00      40.6663     53.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      53.6663     56.6663    Yes
      2      US#6[M19]       60.00        0.88       6.50      56.6663     57.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00      57.2083     61.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      61.2083     61.3333     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 61.3333       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  3.56 in
         P_init    =      765.7 kips  Ecc = 13.58 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.88 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.848 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.93 ksi    0.00 ksi
    due to Composite Loads                                 -1.32 ksi    0.00 ksi
    due to Live Loads                                      -5.53 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                        11.02 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.88 ksi  ( 6.06 %)            13.55 ksi ( 6.91 %)
Total Prestress Losses                                    25.43 ksi (12.97 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    44.3    35.3    98.1   184.7   246.6   283.7   296.1
(Max)       V      19.7    18.2    18.5    16.1    12.1     8.1     4.0     0.0
DL-Prec.  : M       0.0     7.5     6.0    16.6    31.3    41.8    48.1    50.2
DC(Max)     V       3.3     3.1     3.1     2.7     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    54.1    43.1   120.0   225.9   301.6   347.0   362.2
Haunch (Max)V      24.1    22.3    22.7    19.7    14.8     9.9     4.9     0.0
Diaphragm : M       0.0     0.3     0.2     0.7     1.5     2.2     3.0     3.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    19.9    15.9    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.3     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    11.0     8.8    24.3    45.8    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.6     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   176.7   141.0   388.1   716.5   931.6  1057.6  1081.7
            V     105.0    99.2   100.4    91.3    77.1    63.0    45.4    31.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   105.0    99.2   100.4    91.3    77.7    64.6    51.9    39.7
            M       0.0   179.7   143.7   388.1   686.8   873.2   944.6   906.9
Total     : M+      0.0   313.8   250.2   691.9  1288.8  1696.0  1937.5  2000.6
            V     166.2   155.6   157.8   141.3   114.7    88.0    58.0    31.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   166.2   155.6   157.8   141.3   115.2    89.7    64.5    39.8
            M       0.0   316.8   253.0   691.9  1259.1  1637.5  1824.5  1825.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   58.16   57.67   60.00
Self wt.  : M     283.7   246.6   184.7    98.1    35.3    44.3     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.2    19.7
DL-Prec.  : M      48.1    41.8    31.3    16.6     6.0     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.7     3.1     3.1     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     347.0   301.6   225.9   120.0    43.1    54.1     0.0
Haunch (Max)V       4.9     9.9    14.8    19.7    22.7    22.3    24.1
Diaphragm : M       3.0     2.2     1.5     0.7     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     127.6   110.9    83.1    44.1    15.9    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.3     8.2     8.9
DL-Comp   : M      70.4    61.2    45.8    24.3     8.8    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.5     4.9
LL + I    : M+   1057.6   931.6   716.5   388.1   141.0   176.7     0.0
            V      45.4    63.0    77.1    91.3   100.4    99.2   105.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    51.9    64.6    77.7    91.3   100.4    99.2   105.0
            M     944.6   873.2   686.8   388.1   143.7   179.7    -0.0
Total     : M+   1937.5  1696.0  1288.8   691.9   250.2   313.8     0.0
            V      58.0    88.0   114.7   141.3   157.8   155.6   166.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    64.5    89.7   115.2   141.3   157.8   155.6   166.2
            M    1824.5  1637.5  1259.1   691.9   253.0   316.8    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               19.7             19.7
Deck+Haunch            24.1             24.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.3              3.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           44.4             44.4
DL-Comp.(DW)           24.5             24.5
Live                   80.0             80.0
        Truck          60.8             60.8
        Lane           19.2             19.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    44.3    35.3    98.1   184.7   246.6   283.7   296.1
(Max)       V      19.7    18.2    18.5    16.1    12.1     8.1     4.0     0.0
DL-Prec.  : M       0.0     7.5     6.0    16.6    31.3    41.8    48.1    50.2
DC(Max)     V       3.3     3.1     3.1     2.7     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    54.1    43.1   120.0   225.9   301.6   347.0   362.2
Haunch (Max)V      24.1    22.3    22.7    19.7    14.8     9.9     4.9     0.0
Diaphragm : M       0.0     0.3     0.2     0.7     1.5     2.2     3.0     3.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    19.9    15.9    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.3     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    11.0     8.8    24.3    45.8    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.6     4.0     3.0     2.0     1.0     0.0
LL + I    : M+      0.0   141.3   112.8   310.5   573.2   745.3   846.1   865.3
            V      84.0    79.3    80.3    73.1    61.7    50.4    36.4    25.0
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    84.0    79.3    80.3    73.1    62.1    51.7    41.5    31.7
            M       0.0   143.8   115.0   310.5   549.4   698.5   755.7   725.5
Total     : M+      0.0   278.4   222.0   614.3  1145.5  1509.6  1726.0  1784.3
            V     145.2   135.7   137.7   123.1    99.3    75.4    49.0    25.1
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   145.2   135.7   137.7   123.1    99.7    76.8    54.1    31.9
            M       0.0   280.9   224.3   614.3  1121.8  1462.9  1635.6  1644.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   58.16   57.67   60.00
Self wt.  : M     283.7   246.6   184.7    98.1    35.3    44.3     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.2    19.7
DL-Prec.  : M      48.1    41.8    31.3    16.6     6.0     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.7     3.1     3.1     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     347.0   301.6   225.9   120.0    43.1    54.1     0.0
Haunch (Max)V       4.9     9.9    14.8    19.7    22.7    22.3    24.1
Diaphragm : M       3.0     2.2     1.5     0.7     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     127.6   110.9    83.1    44.1    15.9    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.3     8.2     8.9
DL-Comp   : M      70.4    61.2    45.8    24.3     8.8    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.5     4.9
LL + I    : M+    846.1   745.3   573.2   310.5   112.8   141.3     0.0
            V      36.4    50.4    61.7    73.1    80.3    79.3    84.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    41.5    51.7    62.1    73.1    80.3    79.3    84.0
            M     755.7   698.5   549.4   310.5   115.0   143.8    -0.0
Total     : M+   1726.0  1509.6  1145.5   614.3   222.0   278.4     0.0
            V      49.0    75.4    99.3   123.1   137.7   135.7   145.2
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    54.1    76.8    99.7   123.1   137.7   135.7   145.2
            M    1635.6  1462.9  1121.8   614.3   224.3   280.9    -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    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    55.3    44.1   122.6   230.9   308.3   354.7   370.1
(Max)       V      24.7    22.8    23.2    20.2    15.1    10.1     5.0     0.0
Self wt.  : M       0.0    39.8    31.8    88.3   166.2   221.9   255.4   266.5
(Min)       V      17.8    16.4    16.7    14.5    10.9     7.3     3.6     0.0
DL-Prec.  : M       0.0     9.4     7.5    20.8    39.2    52.3    60.1    62.8
DC(Max)     V       4.2     3.9     3.9     3.4     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     6.8     5.4    15.0    28.2    37.6    43.3    45.2
DC(Min)     V       3.0     2.8     2.8     2.5     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    67.7    53.9   150.0   282.4   377.0   433.8   452.7
Haunch (Max)V      30.2    27.8    28.3    24.7    18.5    12.3     6.2     0.0
Deck +    : M       0.0    48.7    38.8   108.0   203.3   271.5   312.3   326.0
Haunch (Min)V      21.7    20.0    20.4    17.8    13.3     8.9     4.4     0.0
Diaphragm : M       0.0     0.4     0.3     0.9     1.8     2.8     3.7     4.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.6     1.3     2.0     2.7     3.4
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    24.9    19.8    55.2   103.9   138.7   159.5   166.5
DC(Max)     V      11.1    10.2    10.4     9.1     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    17.9    14.3    39.7    74.8    99.8   114.9   119.9
DC(Min)     V       8.0     7.4     7.5     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0    16.5    13.1    36.5    68.8    91.8   105.6   110.2
DW(Max)     V       7.3     6.8     6.9     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.1     5.7    15.8    29.8    39.8    45.8    47.8
DW(Min)     V       3.2     2.9     3.0     2.6     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   309.2   246.7   679.2  1253.8  1630.2  1850.8  1892.9
            V     183.8   173.6   175.7   159.8   135.0   110.2    79.5    54.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   183.8   173.6   175.7   159.8   135.9   113.1    90.9    69.4
            M       0.0   314.5   251.5   679.2  1201.8  1528.0  1653.1  1587.0
Total     : M+      0.0   483.3   385.4  1065.1  1980.7  2601.0  2968.3  3059.9
            V     261.5   245.2   248.6   223.3   182.7   142.0    95.5    54.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   261.5   245.2   248.6   223.3   183.6   144.9   106.9    69.6
            M       0.0   488.6   390.3  1065.1  1928.7  2498.8  2770.6  2754.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   58.16   57.67   60.00
Self wt.  : M     354.7   308.3   230.9   122.6    44.1    55.3     0.0
(Max)       V       5.0    10.1    15.1    20.2    23.2    22.8    24.7
Self wt.  : M     255.4   221.9   166.2    88.3    31.8    39.8     0.0
(Min)       V       3.6     7.3    10.9    14.5    16.7    16.4    17.8
DL-Prec.  : M      60.1    52.3    39.2    20.8     7.5     9.4     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     3.9     3.9     4.2
DL-Prec.  : M      43.3    37.6    28.2    15.0     5.4     6.8     0.0
DC(Min)     V       0.6     1.2     1.8     2.5     2.8     2.8     3.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     433.8   377.0   282.4   150.0    53.9    67.7     0.0
Haunch (Max)V       6.2    12.3    18.5    24.7    28.3    27.8    30.2
Deck +    : M     312.3   271.5   203.3   108.0    38.8    48.7     0.0
Haunch (Min)V       4.4     8.9    13.3    17.8    20.4    20.0    21.7
Diaphragm : M       3.7     2.8     1.8     0.9     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.7     2.0     1.3     0.6     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     159.5   138.7   103.9    55.2    19.8    24.9     0.0
DC(Max)     V       2.3     4.5     6.8     9.1    10.4    10.2    11.1
DL-Comp   : M     114.9    99.8    74.8    39.7    14.3    17.9     0.0
DC(Min)     V       1.6     3.3     4.9     6.5     7.5     7.4     8.0
DL-Comp   : M     105.6    91.8    68.8    36.5    13.1    16.5     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     6.8     7.3
DL-Comp   : M      45.8    39.8    29.8    15.8     5.7     7.1     0.0
DW(Min)     V       0.7     1.3     2.0     2.6     3.0     2.9     3.2
LL + I    : M+   1850.8  1630.2  1253.8   679.2   246.7   309.2     0.0
            V      79.5   110.2   135.0   159.8   175.7   173.6   183.8
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    90.9   113.1   135.9   159.8   175.7   173.6   183.8
            M    1653.1  1528.0  1201.8   679.2   251.5   314.5    -0.0
Total     : M+   2968.3  2601.0  1980.7  1065.1   385.4   483.3     0.0
            V      95.5   142.0   182.7   223.3   248.6   245.2   261.5
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   106.9   144.9   183.6   223.3   248.6   245.2   261.5
            M    2770.6  2498.8  1928.7  1065.1   390.3   488.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.7             24.7
Deck+Haunch            30.2             30.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            4.2              4.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           36.7             36.7
Live                  140.0            140.0
        Truck         106.4            106.4
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    5.47   11.60   17.73   23.87   30.00
Self wt.  : M       0.0    44.3    35.3    98.1   184.7   246.6   283.7   296.1
(Max)       V      19.7    18.2    18.5    16.1    12.1     8.1     4.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     7.5     6.0    16.6    31.3    41.8    48.1    50.2
DC(Max)     V       3.3     3.1     3.1     2.7     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    54.1    43.1   120.0   225.9   301.6   347.0   362.2
Haunch (Max)V      24.1    22.3    22.7    19.7    14.8     9.9     4.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.2     0.7     1.5     2.2     3.0     3.7
(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    19.9    15.9    44.1    83.1   110.9   127.6   133.2
DC(Max)     V       8.9     8.2     8.3     7.3     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.0     8.8    24.3    45.8    61.2    70.4    73.5
DW(Max)     V       4.9     4.5     4.6     4.0     3.0     2.0     1.0     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   175.1   140.1   377.9   667.4   858.6   938.3   875.9
            V     105.9    99.4   100.8    90.7    75.5    59.7    44.5    38.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   105.9    99.4   100.8    90.7    75.5    60.8    47.3    38.3
            M       0.0   175.1   140.1   377.9   667.4   822.3   860.8   875.9
Total     : M+      0.0   312.2   249.3   681.7  1239.8  1623.0  1818.3  1794.8
            V     167.0   155.8   158.2   140.7   113.0    84.8    57.1    38.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   167.0   155.8   158.2   140.7   113.0    85.9    59.9    38.4
            M       0.0   312.2   249.3   681.7  1239.8  1586.7  1740.7  1794.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    36.13   42.27   48.40   54.53   58.16   57.67   60.00
Self wt.  : M     283.7   246.6   184.7    98.1    35.3    44.3     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.2    19.7
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      48.1    41.8    31.3    16.6     6.0     7.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.7     3.1     3.1     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     347.0   301.6   225.9   120.0    43.1    54.1     0.0
Haunch (Max)V       4.9     9.9    14.8    19.7    22.7    22.3    24.1
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       3.0     2.2     1.5     0.7     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     127.6   110.9    83.1    44.1    15.9    19.9     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.3     8.2     8.9
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      70.4    61.2    45.8    24.3     8.8    11.0     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.6     4.5     4.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    938.3   858.6   667.4   377.9   140.1   175.1     0.0
            V      44.5    59.7    75.5    90.7   100.8    99.4   105.9
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    47.3    60.8    75.5    90.7   100.8    99.4   105.9
            M     860.8   822.3   667.4   377.9   140.1   175.1     0.0
Total     : M+   1818.3  1623.0  1239.8   681.7   249.3   312.2     0.0
            V      57.1    84.8   113.0   140.7   158.2   155.8   167.0
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    59.9    85.9   113.0   140.7   158.2   155.8   167.0
            M    1740.7  1586.7  1239.8   681.7   249.3   312.2     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.13   12.27   18.40   24.53   30.67
 
Beam-Self
Precast-top    0.130   0.251   0.445   0.582   0.663   0.691 
Bottom        -0.113  -0.219  -0.387  -0.505  -0.574  -0.598 
 
Prestress
Precast-top   -0.310  -0.367  -0.479  -0.590  -0.699  -0.699 
Bottom         2.469   2.517   2.610   2.702   2.792   2.792 
 
Total
Precast-top   -0.180  -0.116  -0.034  -0.008  -0.036  -0.009 
Bottom         2.355   2.298   2.223   2.197   2.219   2.195 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.41 %)
             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    5.47   11.60   17.73   23.87   30.00
 
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   0.018   0.014   0.039   0.074   0.098   0.113   0.118 
Precast-top   -0.054  -0.023  -0.025   0.227   0.612   0.858   0.965   1.035 
Bottom         0.494   1.917   1.623   1.661   1.268   1.013   0.896   0.828 
 

 
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    6.13   12.27   18.40   24.53   30.67
 
Beam-Self
Precast-top    0.130   0.251   0.445   0.582   0.663   0.691 
Bottom        -0.113  -0.219  -0.387  -0.505  -0.574  -0.598 
 
Prestress
Precast-top   -0.310  -0.367  -0.479  -0.590  -0.699  -0.699 
Bottom         2.469   2.517   2.610   2.702   2.792   2.792 
 
Total
Precast-top   -0.180  -0.116  -0.034  -0.008  -0.036  -0.009 
Bottom         2.355   2.298   2.223   2.197   2.219   2.195 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.41 %)
             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    5.47   11.60   17.73   23.87   30.00
 
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    5.47   11.60   17.73   23.87   30.00
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   0.109   0.088   0.236   0.419   0.539   0.591   0.558 
Precast-top   -0.027   0.038   0.027   0.220   0.493   0.670   0.745   0.763 
Bottom         0.247   0.750   0.644   0.383  -0.155  -0.504  -0.653  -0.614 
 

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
    261.5    6.5   40.5    0.503   1.7   6.00e-3 50.0    272.7     1.614    1.760      0.00
      0.0    0.5   40.3     42.0 0.221      16.1 0.87    12.00     0.092    1.085 
Transfer:   3.00
    245.2    6.5   40.5    2.265   7.6   0.73e-3 31.6    208.7     0.649    1.760      0.00
    488.6    2.0   39.5    189.0 0.206      56.2 3.10    12.00     0.092    1.205 
Critical:   3.95
    238.4    6.5   40.5    2.396   7.6   0.13e-3 29.5    178.1     0.510    1.760      0.00
    662.2    2.2   39.4    189.0 0.201      79.3 4.38    12.00     0.092    1.238 
0.1L    :   6.13
    223.3    6.5   40.5    2.689   7.6   0.43e-3 30.5    174.9     0.524    0.827      0.00
   1065.1    2.4   39.3    189.0 0.188      65.6 3.64    12.00     0.092    1.317 
0.2L    :  12.27
    183.6    6.5   39.0    3.906   7.6   0.50e-3 30.7    136.3     0.432    0.620      0.00
   1928.7    3.1   37.5    189.0 0.161      60.2 3.50    12.00     0.092    1.290 
0.3L    :  18.40
    144.9    6.5   39.9    3.906   7.6   1.63e-3 34.7    115.5     0.418    0.620      0.00
   2498.8    3.1   38.3    189.0 0.123      38.0 2.16    24.00     0.092    1.348 
0.4L    :  24.53
    106.9    6.5   40.7    3.906   0.0   1.96e-3 35.9     83.8     0.309    0.413      0.00
   2770.6    3.1   39.1    189.0 0.093      35.0 1.94    24.00     0.092    1.237 
0.5L    :  30.67
     69.6    6.5   40.7    3.906   0.0   1.58e-3 34.5     37.8     0.133    0.413      0.00
   2754.0    3.1   39.1    189.0 0.061      39.5 2.20    24.00     0.092    2.033 
0.6L    :  36.80
    106.9    6.5   40.7    3.906   0.0   1.96e-3 35.9     83.8     0.309    0.413      0.00
   2770.6    3.1   39.1    189.0 0.093      35.0 1.94    24.00     0.092    1.237 
0.7L    :  42.93
    144.9    6.5   39.9    3.906   7.6   1.63e-3 34.7    115.5     0.418    0.620      0.00
   2498.8    3.1   38.3    189.0 0.123      38.0 2.16    24.00     0.092    1.348 
0.8L    :  49.07
    183.6    6.5   39.0    3.906   7.6   0.50e-3 30.7    136.3     0.432    0.620      0.00
   1928.7    3.1   37.5    189.0 0.161      60.2 3.50    12.00     0.092    1.290 
0.9L    :  55.20
    223.3    6.5   40.5    2.689   7.6   0.43e-3 30.5    174.9     0.524    0.827      0.00
   1065.1    2.4   39.3    189.0 0.188      65.6 3.64    12.00     0.092    1.317 
Critical:  57.38
    238.4    6.5   40.5    2.396   7.6   0.13e-3 29.5    178.1     0.510    1.760      0.00
    662.2    2.2   39.4    189.0 0.201      79.3 4.38    12.00     0.092    1.238 
Transfer:  58.33
    245.2    6.5   40.5    2.265   7.6   0.73e-3 31.6    208.7     0.649    1.760      0.00
    488.6    2.0   39.5    189.0 0.206      56.2 3.10    12.00     0.092    1.205 
Bearing :  60.67
    261.5    6.5   40.5    0.503   1.7   6.00e-3 50.0    272.7     1.614    1.760      0.00
      0.0    0.5   40.3     42.0 0.221      16.1 0.87    12.00     0.092    1.085 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    1.53
 
 
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
    261.5      7.21     40.50    0.46       40.27    24.00      0.300      1.655      0.000      1.760 
Transfer:      2.33
    245.2      6.90     40.50    2.04       39.48    24.00      0.300      1.550      0.000      1.760 
Critical:      3.29
    238.5      6.72     40.50    2.15       39.42    24.00      0.300      1.491      0.000      1.760 
0.1L    :      5.47
    223.3      6.31     40.50    2.41       39.29    24.00      0.300      1.355      0.000      0.827 
0.2L    :     11.60
    183.6      5.44     39.03    3.10       37.48    24.00      0.300      1.065      0.000      0.620 
0.3L    :     17.73
    144.9      4.20     39.86    3.10       38.31    24.00      0.300      0.651      0.000      0.620 
0.4L    :     23.87
    106.9      3.03     40.69    3.10       39.14    24.00      0.300      0.261      0.000      0.413 
0.5L    :     30.00
     69.6      1.97     40.69    3.10       39.14    24.00      0.300      0.000      0.000      0.413 
0.6L    :     36.13
    106.9      3.03     40.69    3.10       39.14    24.00      0.300      0.261      0.000      0.413 
0.7L    :     42.27
    144.9      4.20     39.86    3.10       38.31    24.00      0.300      0.651      0.000      0.620 
0.8L    :     48.40
    183.6      5.44     39.03    3.10       37.48    24.00      0.300      1.065      0.000      0.620 
0.9L    :     54.53
    223.3      6.31     40.50    2.41       39.29    24.00      0.300      1.355      0.000      0.827 
Critical:     56.71
    238.5      6.72     40.50    2.15       39.42    24.00      0.300      1.491      0.000      1.760 
Transfer:     57.67
    245.2      6.90     40.50    2.04       39.48    24.00      0.300      1.550      0.000      1.760 
Bearing :     60.00
    261.5      7.21     40.50    0.46       40.27    24.00      0.300      1.655      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 = 5.47 ft
Prestress      :       0.491  1.80      0.884  2.20      1.081
Self Wt.       :      -0.145  1.85     -0.268  2.40     -0.347
Deck + Haunch  :                       -0.143  2.30     -0.329
DL-Prec. (DC)  :                       -0.020  3.00     -0.059
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.018  3.00     -0.055
DL-Comp. (DW)  :                       -0.010  3.00     -0.030
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 11.60 ft
Prestress      :       0.883  1.80      1.590  2.20      1.943
Self Wt.       :      -0.273  1.85     -0.504  2.40     -0.654
Deck + Haunch  :                       -0.287  2.30     -0.659
DL-Prec. (DC)  :                       -0.040  3.00     -0.119
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.037  3.00     -0.110
DL-Comp. (DW)  :                       -0.020  3.00     -0.061
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 17.73 ft
Prestress      :       1.167  1.80      2.100  2.20      2.567
Self Wt.       :      -0.372  1.85     -0.688  2.40     -0.892
Deck + Haunch  :                       -0.398  2.30     -0.916
DL-Prec. (DC)  :                       -0.055  3.00     -0.166
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.051  3.00     -0.153
DL-Comp. (DW)  :                       -0.028  3.00     -0.085
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 23.87 ft
Prestress      :       1.336  1.80      2.404  2.20      2.938
Self Wt.       :      -0.434  1.85     -0.802  2.40     -1.040
Deck + Haunch  :                       -0.468  2.30     -1.076
DL-Prec. (DC)  :                       -0.065  3.00     -0.195
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.060  3.00     -0.180
DL-Comp. (DW)  :                       -0.033  3.00     -0.099
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 30.00 ft
Prestress      :       1.395  1.80      2.511  2.20      3.068
Self Wt.       :      -0.455  1.85     -0.842  2.40     -1.093
Deck + Haunch  :                       -0.493  2.30     -1.133
DL-Prec. (DC)  :                       -0.068  3.00     -0.205
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.063  3.00     -0.190
DL-Comp. (DW)  :                       -0.035  3.00     -0.105
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 36.13 ft
Prestress      :       1.336  1.80      2.404  2.20      2.938
Self Wt.       :      -0.434  1.85     -0.802  2.40     -1.040
Deck + Haunch  :                       -0.468  2.30     -1.076
DL-Prec. (DC)  :                       -0.065  3.00     -0.195
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.060  3.00     -0.180
DL-Comp. (DW)  :                       -0.033  3.00     -0.099
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 42.27 ft
Prestress      :       1.167  1.80      2.100  2.20      2.567
Self Wt.       :      -0.372  1.85     -0.688  2.40     -0.892
Deck + Haunch  :                       -0.398  2.30     -0.916
DL-Prec. (DC)  :                       -0.055  3.00     -0.166
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.051  3.00     -0.153
DL-Comp. (DW)  :                       -0.028  3.00     -0.085
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 48.40 ft
Prestress      :       0.883  1.80      1.590  2.20      1.943
Self Wt.       :      -0.273  1.85     -0.504  2.40     -0.654
Deck + Haunch  :                       -0.287  2.30     -0.659
DL-Prec. (DC)  :                       -0.040  3.00     -0.119
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.037  3.00     -0.110
DL-Comp. (DW)  :                       -0.020  3.00     -0.061
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 54.53 ft
Prestress      :       0.491  1.80      0.884  2.20      1.081
Self Wt.       :      -0.145  1.85     -0.268  2.40     -0.347
Deck + Haunch  :                       -0.143  2.30     -0.329
DL-Prec. (DC)  :                       -0.020  3.00     -0.059
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.018  3.00     -0.055
DL-Comp. (DW)  :                       -0.010  3.00     -0.030
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 5,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.33
   483.3    37.8  2.548  265.2    2.4   2.04   2069.2  0.050T 1.00       -       -     -     -  
H/2     :   1.84
   385.4    37.7  2.132  266.0    2.0   1.71   1741.1  0.060T 1.00       -       -     -     -  
0.1L    :   5.47
  1065.1    38.2  3.026  264.4    2.8   2.41   2465.6  0.042T 1.00       -       -     -     -  
0.2L    :  11.60
  1980.7    39.0  3.906  262.9    3.6   3.10   3207.7  0.032T 1.00       -       -     -     -  
0.3L    :  17.73
  2601.0    39.9  3.906  263.1    3.6   3.10   3280.7  0.032T 1.00    344.3   344.3    9.53    -  
0.4L    :  23.87
  2968.3    40.7  3.906  263.2    3.6   3.10   3353.8  0.032T 1.00    291.5   291.5   11.50    -  
0.5L    :  30.00
  3059.9    40.7  3.906  263.2    3.6   3.10   3353.8  0.032T 1.00    271.9   271.9   12.33    -  
0.6L    :  36.13
  2968.3    40.7  3.906  263.2    3.6   3.10   3353.8  0.032T 1.00    291.5   291.5   11.50    -  
0.7L    :  42.27
  2601.0    39.9  3.906  263.1    3.6   3.10   3280.7  0.032T 1.00    344.3   344.3    9.53    -  
0.8L    :  48.40
  1980.7    39.0  3.906  262.9    3.6   3.10   3207.7  0.032T 1.00    436.9   436.9    7.34    -  
0.9L    :  54.53
  1065.1    38.2  3.026  264.4    2.8   2.41   2465.6  0.042T 1.00       -       -     -     -  
H/2     :  58.16
   385.4    37.7  2.132  266.0    2.0   1.71   1741.1  0.060T 1.00       -       -     -     -  
Transfer:  57.67
   483.3    37.8  2.548  265.2    2.4   2.04   2069.2  0.050T 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 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.024
        M   2.00 Fb     0.223
 
  2   2 E  32.00 Ft     0.338
        M   2.00 Fb     0.193
 
  3   2 E   6.00 Ft     0.296
        M   6.00 Fb     0.474
 
  4   2 E   6.00 Ft     0.254
        M   6.00 Fb     0.755
 
  5   2 E   6.00 Ft     0.212
        M   6.00 Fb     1.036
 
  6   2 E   4.00 Ft     0.138
        M   4.00 Fb     1.345
 
  7   2 E   2.00 Ft     0.032
        M   2.00 Fb     1.681
 
  8   2 E   2.00 Ft    -0.074
        M   2.00 Fb     2.018
 
  9   2 E   2.00 Ft    -0.180
        M   2.00 Fb     2.355
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 61.33            Release Length, ft: 61.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   2           No. of strands, Straight:  16
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  6.06 %               Final losses: 12.97 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       2.355     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.191      -0.180       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)                  3353.78     3059.94     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   0.118     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.035     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.917    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   0.763     Midspan
    Pre.Bot:                                                             2.000   0.750    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  30.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.395  1.80      2.511  2.20      3.068
Self Wt.       :      -0.455  1.85     -0.842  2.40     -1.093
Deck + Haunch  :                       -0.493  2.30     -1.133
DL-Prec. (DC)  :                       -0.068  3.00     -0.205
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.063  3.00     -0.190
DL-Comp. (DW)  :                       -0.035  3.00     -0.105
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

LIVE LOADS USED: 

1   ID         : Design Lane
    Description: Design Lane as in AASHTO-LRFD

2   ID         : Design Tandem
    Description: Design Tandem as in AASHTO-LRFD
    First Axle Magnitude = 25.00  k, Wheel Spacing = 6.00 ft, Truck Width = 10.00 ft
    #    Magnitude, k  Max Spacing,ft  Min Spacing,ft    Increment,ft
     1      25.00            4.00            4.00            0.00

3   ID         : Design Truck
    Description: Design Truck as in AASHTO-LRFD
    First Axle Magnitude = 8.00  k, Wheel Spacing = 6.00 ft, Truck Width = 10.00 ft
    #    Magnitude, k  Max Spacing,ft  Min Spacing,ft    Increment,ft
     1      32.00           14.00           14.00            0.00
     2      32.00           30.00           14.00            2.00

 
RATING LOADS - NONE

