 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTD90 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 90 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 location is at 0.35*(beam length)
                     (9) The beam lifting and supporting points are both assumed are 1.75 feet and 4.5 feet from 
                     the girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 5.5 ksi and 6.5 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_3a9b.tmp\BTD90-0_35\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 =   3513988.00
 
SPAN DATA
---------
Precast length    , ft =     91.333
Bearing-to-bearing, ft =     90.000
Release span      , ft =     91.333
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1               IA-BTD    3.500    748.8   285860.0  54.00  24.64  34.00   8.125
 2               IA-BTD    9.250    748.8   285860.0  54.00  24.64  34.00   9.250
 3               IA-BTD    9.250    748.8   285860.0  54.00  24.64  34.00   9.250
 4               IA-BTD    9.250    748.8   285860.0  54.00  24.64  34.00   9.250
 5               IA-BTD    9.250    748.8   285860.0  54.00  24.64  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      =      6.500           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5007.550        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      5.500 
Eci ,ksi      =   4738.960
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 0.35L
     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: NO
 
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   90.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   90.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   90.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   90.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   90.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   90.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   90.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   90.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   90.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   90.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   90.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   45.000
   1    2        0.500   45.000
   1    3        0.500   45.000
   1    4        0.500   45.000
   1    5        0.250   45.000
 
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   90.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   90.00   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    0.056     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              5.50 ksi 
  Elasticity          4739.0 ksi 
  Max comp              3.58 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.56 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      6.50 ksi    4.00 ksi 
  Elasticity 5007.55 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.90 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.93 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    2.60 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.48 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    5.50        6.50      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    5.50        6.50      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    5.50        6.50      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    5.50        6.50      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    5.50        6.50      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 31.97 ft from member end )
 
END PATTERN (Ycg = 11.17 in):
 
  10 @  2.000 in 4 @  4.000 in 6 @  6.000 in 2 @ 48.000 in 
  2 @ 50.000 in                                            
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 4 @  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    2.75  0.1250  0.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  1.7500  2.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.1670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  9.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.4167 15.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.4167 21.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 21.6670 69.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 69.6663 75.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 75.9167 81.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00 81.9167 85.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 85.6663 89.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 89.1663 89.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50 89.5833 90.7500 Yes       
       2 US#6[M19]  60.0  0.88    2.75 90.7500 91.2083 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 91.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 31.97 ft from member end )
 
END PATTERN (Ycg = 11.17 in):
 
  10 @  2.000 in 4 @  4.000 in 6 @  6.000 in 2 @ 48.000 in 
  2 @ 50.000 in                                            
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 4 @  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    2.75  0.1250  0.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  1.7500  2.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.1670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  9.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.4167 15.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.4167 21.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 21.6670 69.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 69.6663 75.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 75.9167 81.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00 81.9167 85.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 85.6663 89.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 89.1663 89.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50 89.5833 90.7500 Yes       
       2 US#6[M19]  60.0  0.88    2.75 90.7500 91.2083 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 91.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 31.97 ft from member end )
 
END PATTERN (Ycg = 11.17 in):
 
  10 @  2.000 in 4 @  4.000 in 6 @  6.000 in 2 @ 48.000 in 
  2 @ 50.000 in                                            
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 4 @  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    2.75  0.1250  0.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  1.7500  2.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.1670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  9.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.4167 15.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.4167 21.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 21.6670 69.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 69.6663 75.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 75.9167 81.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00 81.9167 85.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 85.6663 89.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 89.1663 89.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50 89.5833 90.7500 Yes       
       2 US#6[M19]  60.0  0.88    2.75 90.7500 91.2083 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 91.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 31.97 ft from member end )
 
END PATTERN (Ycg = 11.17 in):
 
  10 @  2.000 in 4 @  4.000 in 6 @  6.000 in 2 @ 48.000 in 
  2 @ 50.000 in                                            
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 4 @  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    2.75  0.1250  0.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  1.7500  2.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.1670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  9.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.4167 15.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.4167 21.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 21.6670 69.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 69.6663 75.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 75.9167 81.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00 81.9167 85.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 85.6663 89.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 89.1663 89.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50 89.5833 90.7500 Yes       
       2 US#6[M19]  60.0  0.88    2.75 90.7500 91.2083 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 91.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 31.97 ft from member end )
 
END PATTERN (Ycg = 11.17 in):
 
  10 @  2.000 in 4 @  4.000 in 6 @  6.000 in 2 @ 48.000 in 
  2 @ 50.000 in                                            
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 4 @  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    2.75  0.1250  0.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  1.7500  2.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.1670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  9.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.4167 15.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.4167 21.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 21.6670 69.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 69.6663 75.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 75.9167 81.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00 81.9167 85.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 85.6663 89.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 89.1663 89.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50 89.5833 90.7500 Yes       
       2 US#6[M19]  60.0  0.88    2.75 90.7500 91.2083 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 91.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 

Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTD                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   90.00
     DC  Line       0.052      0.00       0.052   90.00
     DC  Line       0.076      0.00       0.076   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.333 ft
Release length = 91.333 ft
Design  length = 90.000 ft
 
Kern points:
------------
Upper    =   40.13 in
Lower    =   11.64 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.747   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.914   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.007   (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                  =        748.8 in2           1407.0 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           685845 in4#
Ht. of c.g.           =        24.64 in             40.38 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        780.0 plf           1584.8 plf   
Mom. of Inertia (Iyy) =      36372.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8520

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59     8.47    17.60    26.73    35.87    45.00
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    754.6    774.9    774.9    774.9    774.9    774.9    774.9    774.9
  Yb      ,  in    24.54    24.16    24.16    24.11    24.04    23.96    23.93    23.93
  MI(Ixx) , in4   286930   290943   290988   292051   293904   295998   297137   297137
Composite: (At Final, using Ec =  5007.5 ksi )
  Area    , in2   1412.5   1431.5   1431.5   1431.5   1431.5   1431.5   1431.5   1431.5
  Yb      ,  in    40.27    39.87    39.87    39.84    39.81    39.77    39.75    39.75
  MI(Ixx) , in4   690511   707361   707451   709528   712947   716597   718508   718508

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.50 ksi           4.00 ksi
  Elasticity         =    5007.55 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.90 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.93 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           =       2.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.48 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 31.97 ft from member end )
END PATTERN (Ycg = 11.17 in):
    10 @  2.000 in     4 @  4.000 in     6 @  6.000 in     2 @ 48.000 in
     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     4 @  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     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.827 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.783 ft
Holddown Force        =  20.258 kips     Beam Shrtng (PL/AE)   =      0.305 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)       
--------------------------------------------------------------------------------------
      2193.831         740 1623.435     17.590 71240.125  1045.103     578.132        
 
 
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       2.75       0.1250      0.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       1.7500      2.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      9.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.4167     15.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.4167     21.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      21.6670     69.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      69.6663     75.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      75.9167     81.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00      81.9167     85.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      85.6663     89.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00      89.1663     89.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50      89.5833     90.7500    Yes
      2      US#6[M19]       60.00        0.88       2.75      90.7500     91.2083    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 91.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.50 in
         P_init    =     1020.9 kips  Ecc = 21.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.64 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.935 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.63 ksi    0.00 ksi
    due to Composite Loads                                 -1.60 ksi    0.00 ksi
    due to Live Loads                                      -5.36 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                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.49 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.64 ksi  ( 5.94 %)            10.53 ksi ( 5.37 %)
Total Prestress Losses                                    22.17 ksi (11.31 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    79.8    88.4   269.2   497.0   659.6   757.2   789.7
(Max)       V      35.1    33.3    33.1    28.5    21.4    14.2     7.1     0.0
DL-Prec.  : M       0.0    16.7    18.5    56.5   104.2   138.3   158.8   165.6
DC(Max)     V       7.4     7.0     6.9     6.0     4.5     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    82.3    91.2   277.8   512.8   680.6   781.3   814.9
Haunch (Max)V      36.2    34.3    34.1    29.4    22.1    14.7     7.4     0.0
Diaphragm : M       0.0     0.3     0.3     1.1     2.2     3.3     4.5     5.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.3    33.6   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    18.5    56.4   104.1   138.1   158.5   165.4
DW(Max)     V       7.3     7.0     6.9     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   206.7   229.1   693.2  1265.1  1654.3  1885.2  1944.3
            V     115.4   111.2   110.8   100.3    84.8    69.3    48.0    10.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   115.4   111.2   110.8   100.3    85.7    71.7    58.3    45.5
            M      -0.0   212.7   235.4   693.2  1198.4  1523.1  1661.2  1625.5
Total     : M+      0.0   432.8   479.6  1456.3  2673.9  3524.6  4033.0  4185.2
            V     214.9   205.6   204.5   181.1   145.4   109.7    68.3    10.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   214.9   205.6   204.5   181.1   146.3   112.1    78.6    45.6
            M      -0.0   438.8   486.0  1456.3  2607.2  3393.4  3809.0  3866.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.41   87.67   90.00
Self wt.  : M     757.2   659.6   497.0   269.2    88.4    79.8     0.0
(Max)       V       7.1    14.2    21.4    28.5    33.1    33.3    35.1
DL-Prec.  : M     158.8   138.3   104.2    56.5    18.5    16.7     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     781.3   680.6   512.8   277.8    91.2    82.3     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    34.1    34.3    36.2
Diaphragm : M       4.5     3.3     2.2     1.1     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     287.4   250.3   188.6   102.2    33.6    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M     158.5   138.1   104.1    56.4    18.5    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.3
LL + I    : M+   1885.2  1654.3  1265.1   693.2   229.1   206.7     0.0
            V      48.0    69.3    84.8   100.3   110.8   111.2   115.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    58.3    71.7    85.7   100.3   110.8   111.2   115.4
            M    1661.2  1523.1  1198.4   693.2   235.4   212.7    -0.0
Total     : M+   4033.0  3524.6  2673.9  1456.3   479.6   432.8     0.0
            V      68.3   109.7   145.4   181.1   204.5   205.6   214.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    78.6   112.1   146.3   181.1   204.5   205.6   214.9
            M    3809.0  3393.4  2607.2  1456.3   486.0   438.8    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               35.1             35.1
Deck+Haunch            36.2             36.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            7.4              7.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           36.7             36.7
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    79.8    88.4   269.2   497.0   659.6   757.2   789.7
(Max)       V      35.1    33.3    33.1    28.5    21.4    14.2     7.1     0.0
DL-Prec.  : M       0.0    16.7    18.5    56.5   104.2   138.3   158.8   165.6
DC(Max)     V       7.4     7.0     6.9     6.0     4.5     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    82.3    91.2   277.8   512.8   680.6   781.3   814.9
Haunch (Max)V      36.2    34.3    34.1    29.4    22.1    14.7     7.4     0.0
Diaphragm : M       0.0     0.3     0.3     1.1     2.2     3.3     4.5     5.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.3    33.6   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    18.5    56.4   104.1   138.1   158.5   165.4
DW(Max)     V       7.3     7.0     6.9     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   165.4   183.2   554.6  1012.1  1323.4  1508.2  1555.4
            V      92.3    89.0    88.6    80.2    67.8    55.4    38.4     8.3
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    92.3    89.0    88.6    80.2    68.5    57.4    46.6    36.4
            M      -0.0   170.1   188.3   554.6   958.7  1218.5  1329.0  1300.4
Total     : M+      0.0   391.5   433.8  1317.7  2420.8  3193.7  3655.9  3796.3
            V     191.8   183.3   182.4   161.0   128.4    95.9    58.7     8.4
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   191.8   183.3   182.4   161.0   129.2    97.8    66.9    36.5
            M      -0.0   396.2   438.9  1317.7  2367.5  3088.8  3476.7  3541.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.41   87.67   90.00
Self wt.  : M     757.2   659.6   497.0   269.2    88.4    79.8     0.0
(Max)       V       7.1    14.2    21.4    28.5    33.1    33.3    35.1
DL-Prec.  : M     158.8   138.3   104.2    56.5    18.5    16.7     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     781.3   680.6   512.8   277.8    91.2    82.3     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    34.1    34.3    36.2
Diaphragm : M       4.5     3.3     2.2     1.1     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     287.4   250.3   188.6   102.2    33.6    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M     158.5   138.1   104.1    56.4    18.5    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.3
LL + I    : M+   1508.2  1323.4  1012.1   554.6   183.2   165.4     0.0
            V      38.4    55.4    67.8    80.2    88.6    89.0    92.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    46.6    57.4    68.5    80.2    88.6    89.0    92.3
            M    1329.0  1218.5   958.7   554.6   188.3   170.1    -0.0
Total     : M+   3655.9  3193.7  2420.8  1317.7   433.8   391.5     0.0
            V      58.7    95.9   128.4   161.0   182.4   183.3   191.8
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    66.9    97.8   129.2   161.0   182.4   183.3   191.8
            M    3476.7  3088.8  2367.5  1317.7   438.9   396.2    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    99.7   110.5   336.5   621.2   824.5   946.5   987.2
(Max)       V      43.9    41.6    41.3    35.6    26.7    17.8     8.9     0.0
Self wt.  : M       0.0    71.8    79.6   242.3   447.3   593.7   681.5   710.8
(Min)       V      31.6    30.0    29.8    25.6    19.2    12.8     6.4     0.0
DL-Prec.  : M       0.0    20.9    23.2    70.6   130.3   172.9   198.5   207.0
DC(Max)     V       9.2     8.7     8.7     7.5     5.6     3.7     1.9     0.0
DL-Prec.  : M       0.0    15.1    16.7    50.8    93.8   124.5   142.9   149.1
DC(Min)     V       6.6     6.3     6.2     5.4     4.0     2.7     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   102.9   114.0   347.2   641.0   850.8   976.6  1018.6
Haunch (Max)V      45.3    42.9    42.7    36.8    27.6    18.4     9.2     0.0
Deck +    : M       0.0    74.1    82.1   250.0   461.5   612.5   703.2   733.4
Haunch (Min)V      32.6    30.9    30.7    26.5    19.8    13.2     6.6     0.0
Diaphragm : M       0.0     0.4     0.4     1.3     2.8     4.2     5.6     7.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.0     2.0     3.0     4.0     5.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.8    41.9   127.7   235.7   312.9   359.2   374.6
DC(Max)     V      16.7    15.8    15.7    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    27.2    30.2    92.0   169.7   225.3   258.6   269.7
DC(Min)     V      12.0    11.4    11.3     9.7     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    25.1    27.8    84.6   156.1   207.2   237.8   248.0
DW(Max)     V      11.0    10.5    10.4     8.9     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    10.9    12.0    36.6    67.6    89.8   103.1   107.5
DW(Min)     V       4.8     4.5     4.5     3.9     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   361.8   400.8  1213.2  2213.9  2895.0  3299.2  3402.5
            V     202.0   194.7   193.9   175.5   148.4   121.2    84.0    18.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   202.0   194.7   193.9   175.5   149.9   125.5   102.0    79.5
            M      -0.0   372.2   411.9  1213.2  2097.2  2665.4  2907.2  2844.6
Total     : M+      0.0   648.6   718.7  2181.1  4000.9  5267.4  6023.5  6245.0
            V     328.1   314.3   312.8   278.0   225.3   172.5   109.8    18.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   328.1   314.3   312.8   278.0   226.8   176.8   127.7    79.7
            M      -0.0   658.9   729.8  2181.1  3884.2  5037.9  5631.4  5687.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.41   87.67   90.00
Self wt.  : M     946.5   824.5   621.2   336.5   110.5    99.7     0.0
(Max)       V       8.9    17.8    26.7    35.6    41.3    41.6    43.9
Self wt.  : M     681.5   593.7   447.3   242.3    79.6    71.8     0.0
(Min)       V       6.4    12.8    19.2    25.6    29.8    30.0    31.6
DL-Prec.  : M     198.5   172.9   130.3    70.6    23.2    20.9     0.0
DC(Max)     V       1.9     3.7     5.6     7.5     8.7     8.7     9.2
DL-Prec.  : M     142.9   124.5    93.8    50.8    16.7    15.1     0.0
DC(Min)     V       1.3     2.7     4.0     5.4     6.2     6.3     6.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     976.6   850.8   641.0   347.2   114.0   102.9     0.0
Haunch (Max)V       9.2    18.4    27.6    36.8    42.7    42.9    45.3
Deck +    : M     703.2   612.5   461.5   250.0    82.1    74.1     0.0
Haunch (Min)V       6.6    13.2    19.8    26.5    30.7    30.9    32.6
Diaphragm : M       5.6     4.2     2.8     1.3     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.0     3.0     2.0     1.0     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     359.2   312.9   235.7   127.7    41.9    37.8     0.0
DC(Max)     V       3.4     6.8    10.1    13.5    15.7    15.8    16.7
DL-Comp   : M     258.6   225.3   169.7    92.0    30.2    27.2     0.0
DC(Min)     V       2.4     4.9     7.3     9.7    11.3    11.4    12.0
DL-Comp   : M     237.8   207.2   156.1    84.6    27.8    25.1     0.0
DW(Max)     V       2.2     4.5     6.7     8.9    10.4    10.5    11.0
DL-Comp   : M     103.1    89.8    67.6    36.6    12.0    10.9     0.0
DW(Min)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.8
LL + I    : M+   3299.2  2895.0  2213.9  1213.2   400.8   361.8     0.0
            V      84.0   121.2   148.4   175.5   193.9   194.7   202.0
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   102.0   125.5   149.9   175.5   193.9   194.7   202.0
            M    2907.2  2665.4  2097.2  1213.2   411.9   372.2    -0.0
Total     : M+   6023.5  5267.4  4000.9  2181.1   718.7   648.6     0.0
            V     109.8   172.5   225.3   278.0   312.8   314.3   328.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   127.7   176.8   226.8   278.0   312.8   314.3   328.1
            M    5631.4  5037.9  3884.2  2181.1   729.8   658.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.9             43.9
Deck+Haunch            45.3             45.3
Diaphragm               0.2              0.2
DL-Prec.(DC)            9.2              9.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           55.1             55.1
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    79.8    88.4   269.2   497.0   659.6   757.2   789.7
(Max)       V      35.1    33.3    33.1    28.5    21.4    14.2     7.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    16.7    18.5    56.5   104.2   138.3   158.8   165.6
DC(Max)     V       7.4     7.0     6.9     6.0     4.5     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    82.3    91.2   277.8   512.8   680.6   781.3   814.9
Haunch (Max)V      36.2    34.3    34.1    29.4    22.1    14.7     7.4     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     0.3     1.1     2.2     3.3     4.5     5.6
(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    30.3    33.6   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    16.7    18.5    56.4   104.1   138.1   158.5   165.4
DW(Max)     V       7.3     7.0     6.9     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   206.8   229.1   684.6  1219.1  1586.9  1772.0  1745.3
            V     116.3   112.3   111.9   101.8    87.2    66.8    52.2    27.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.3   112.3   111.9   101.8    87.2    72.6    58.0    43.4
            M       0.0   206.8   229.1   684.6  1219.1  1541.9  1652.9  1552.1
Total     : M+      0.0   432.9   479.6  1447.7  2627.9  3457.2  3919.7  3986.3
            V     215.8   206.6   205.6   182.5   147.8   107.3    72.5    27.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   215.8   206.6   205.6   182.5   147.8   113.0    78.3    43.5
            M       0.0   432.9   479.6  1447.7  2627.9  3412.2  3800.6  3793.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.41   87.67   90.00
Self wt.  : M     757.2   659.6   497.0   269.2    88.4    79.8     0.0
(Max)       V       7.1    14.2    21.4    28.5    33.1    33.3    35.1
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     158.8   138.3   104.2    56.5    18.5    16.7     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     781.3   680.6   512.8   277.8    91.2    82.3     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    34.1    34.3    36.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.5     3.3     2.2     1.1     0.3     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     287.4   250.3   188.6   102.2    33.6    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
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     158.5   138.1   104.1    56.4    18.5    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.3
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+   1772.0  1586.9  1219.1   684.6   229.1   206.8     0.0
            V      52.2    66.8    87.2   101.8   111.9   112.3   116.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    58.0    72.6    87.2   101.8   111.9   112.3   116.3
            M    1652.9  1541.9  1219.1   684.6   229.1   206.8     0.0
Total     : M+   3919.7  3457.2  2627.9  1447.7   479.6   432.9     0.0
            V      72.5   107.3   147.8   182.5   205.6   206.6   215.8
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    78.3   113.0   147.8   182.5   205.6   206.6   215.8
            M    3800.6  3412.2  2627.9  1447.7   479.6   432.9     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.13   18.27   27.40   36.53   45.67   31.97
 
Beam-Self
Precast-top    0.127   0.360   0.637   0.832   0.948   0.988   0.900 
Bottom        -0.103  -0.290  -0.511  -0.664  -0.754  -0.786  -0.717 
 
Prestress
Precast-top   -0.118  -0.264  -0.478  -0.689  -0.793  -0.793  -0.793 
Bottom         2.480   2.593   2.758   2.918   2.997   2.997   2.997 
 
Total
Precast-top    0.009   0.096   0.159   0.143   0.155   0.195   0.107 
Bottom         2.377   2.303   2.247   2.255   2.242   2.211   2.280 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.28 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top   -0.013  -0.105  -0.111  -0.234  -0.424  -0.611  -0.704  -0.704
Bottom         0.500   2.200   2.205   2.301   2.447   2.589   2.659   2.659
 
Self wt.
Precast-top   -0.000   0.098   0.109   0.331   0.608   0.803   0.920   0.959
Bottom        -0.000  -0.080  -0.088  -0.267  -0.488  -0.641  -0.732  -0.763
 
DL-Prec (DC)
Precast-top   -0.000   0.021   0.023   0.069   0.127   0.168   0.193   0.201
Bottom        -0.000  -0.017  -0.018  -0.056  -0.102  -0.134  -0.153  -0.160
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.003   0.004   0.005   0.007
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.101   0.112   0.341   0.627   0.829   0.949   0.990
Bottom        -0.000  -0.082  -0.091  -0.275  -0.503  -0.661  -0.755  -0.787
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.011   0.033   0.061   0.080   0.092   0.096
Precast-top   -0.000   0.007   0.008   0.024   0.045   0.060   0.068   0.071
Bottom        -0.000  -0.020  -0.023  -0.069  -0.126  -0.167  -0.191  -0.199
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.018   0.033   0.044   0.051   0.053
Precast-top   -0.000   0.004   0.004   0.013   0.025   0.033   0.038   0.039
Bottom        -0.000  -0.011  -0.013  -0.038  -0.070  -0.092  -0.105  -0.110
 
LL+I(+)
Topping-top   -0.000   0.067   0.074   0.224   0.407   0.531   0.604   0.622
Precast-top   -0.000   0.050   0.055   0.166   0.302   0.394   0.449   0.463
Bottom        -0.000  -0.140  -0.155  -0.467  -0.848  -1.102  -1.252  -1.291
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.082   0.091   0.275   0.501   0.655   0.746   0.771 
Precast-top   -0.013   0.176   0.201   0.712   1.313   1.680   1.918   2.026 
Bottom         0.500   1.850   1.817   1.128   0.308  -0.211  -0.534  -0.657 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.017   0.051   0.094   0.125   0.143   0.149 
Precast-top   -0.013   0.127   0.146   0.546   1.011   1.286   1.469   1.564 
Bottom         0.500   1.990   1.972   1.595   1.155   0.891   0.718   0.634 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.13   18.27   27.40   36.53   45.67   31.97
 
Beam-Self
Precast-top    0.127   0.360   0.637   0.832   0.948   0.988   0.900 
Bottom        -0.103  -0.290  -0.511  -0.664  -0.754  -0.786  -0.717 
 
Prestress
Precast-top   -0.118  -0.264  -0.478  -0.689  -0.793  -0.793  -0.793 
Bottom         2.480   2.593   2.758   2.918   2.997   2.997   2.997 
 
Total
Precast-top    0.009   0.096   0.159   0.143   0.155   0.195   0.107 
Bottom         2.377   2.303   2.247   2.255   2.242   2.211   2.280 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.28 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top   -0.013  -0.105  -0.111  -0.234  -0.424  -0.611  -0.704  -0.704
Bottom         0.500   2.200   2.205   2.301   2.447   2.589   2.659   2.659
 
Self wt.
Precast-top   -0.000   0.098   0.109   0.331   0.608   0.803   0.920   0.959
Bottom        -0.000  -0.080  -0.088  -0.267  -0.488  -0.641  -0.732  -0.763
 
DL-Prec (DC)
Precast-top   -0.000   0.021   0.023   0.069   0.127   0.168   0.193   0.201
Bottom        -0.000  -0.017  -0.018  -0.056  -0.102  -0.134  -0.153  -0.160
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.003   0.004   0.005   0.007
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.101   0.112   0.341   0.627   0.829   0.949   0.990
Bottom        -0.000  -0.082  -0.091  -0.275  -0.503  -0.661  -0.755  -0.787
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.011   0.033   0.061   0.080   0.092   0.096
Precast-top   -0.000   0.007   0.008   0.024   0.045   0.060   0.068   0.071
Bottom        -0.000  -0.020  -0.023  -0.069  -0.126  -0.167  -0.191  -0.199
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.018   0.033   0.044   0.051   0.053
Precast-top   -0.000   0.004   0.004   0.013   0.025   0.033   0.038   0.039
Bottom        -0.000  -0.011  -0.013  -0.038  -0.070  -0.092  -0.105  -0.110
 
LL+I(+)
Topping-top   -0.000   0.053   0.059   0.179   0.326   0.424   0.483   0.498
Precast-top   -0.000   0.040   0.044   0.133   0.242   0.315   0.359   0.370
Bottom        -0.000  -0.112  -0.124  -0.374  -0.678  -0.881  -1.001  -1.033
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.069   0.076   0.230   0.420   0.549   0.626   0.647 
Precast-top   -0.013   0.166   0.190   0.679   1.253   1.601   1.828   1.934 
Bottom         0.500   1.878   1.848   1.221   0.477   0.009  -0.283  -0.399 
 

 
 
Span : 1, Beam : 1, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
F_LL+I(+)
Topping-top   -0.000   0.067   0.074   0.221   0.392   0.509   0.567   0.559
Precast-top   -0.000   0.050   0.055   0.164   0.291   0.378   0.422   0.415
Bottom        -0.000  -0.140  -0.155  -0.461  -0.817  -1.057  -1.176  -1.159
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.075   0.083   0.247   0.439   0.571   0.639   0.633 
Precast-top   -0.006   0.113   0.128   0.437   0.797   1.021   1.156   1.197 
Bottom         0.250   0.855   0.831   0.336  -0.239  -0.612  -0.817  -0.842 
 

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
    328.1    6.5   58.6    0.636   4.0   6.00e-3 50.0    333.9     1.364    3.017      0.00
      0.0    0.6   58.3     42.0 0.146      26.7 0.87    12.00     0.105    1.701 
Transfer:   3.00
    314.3    6.5   58.6    2.862  18.0   0.64e-3 31.2    233.7     0.495    1.760      0.00
    658.9    2.7   57.3    189.0 0.137      97.5 3.25    12.00     0.105    1.784 
Critical:   5.42
    299.9    6.5   58.6    3.270  18.0  -0.01e-3 28.9    170.1     0.330    1.760      0.00
   1267.9    3.1   57.1    189.0 0.131     145.2 4.85    12.00     0.105    1.863 
0.1L    :   9.13
    278.0    6.5   58.6    3.889  18.0  -0.00e-3 29.0    147.7     0.288    0.827      0.00
   2181.1    3.7   56.8    189.0 0.121     143.2 4.81    24.00     0.105    1.894 
0.2L    :  18.27
    226.8    6.5   55.5    5.208  18.0   0.66e-3 31.3    144.1     0.328    0.496      0.00
   3884.2    4.1   53.4    189.0 0.104      90.0 3.22    24.00     0.105    1.292 
0.3L    :  27.40
    176.8    6.5   57.7    5.208  18.0   1.77e-3 35.2    118.3     0.300    0.413      0.00
   5037.9    4.1   55.6    189.0 0.076      60.1 2.07    24.00     0.105    1.227 
0.4L    :  36.53
    127.7    6.5   58.7    5.208   0.0   2.26e-3 36.9     89.1     0.236    0.413      0.00
   5631.4    4.1   56.7    189.0 0.059      52.9 1.78    24.00     0.105    1.471 
0.5L    :  45.67
     79.7    6.5   58.7    5.208   0.0   2.02e-3 36.1     31.9     0.105    0.413      0.00
   5687.1    4.1   56.7    189.0 0.037      56.7 1.91    24.00     0.105    2.457 
0.6L    :  54.80
    127.7    6.5   58.7    5.208   0.0   2.26e-3 36.9     89.1     0.236    0.413      0.00
   5631.4    4.1   56.7    189.0 0.059      52.9 1.78    24.00     0.105    1.471 
0.7L    :  63.93
    176.8    6.5   57.7    5.208  18.0   1.77e-3 35.2    118.3     0.300    0.413      0.00
   5037.9    4.1   55.6    189.0 0.076      60.1 2.07    24.00     0.105    1.227 
0.8L    :  73.07
    226.8    6.5   55.5    5.208  18.0   0.66e-3 31.3    144.1     0.328    0.496      0.00
   3884.2    4.1   53.4    189.0 0.104      90.0 3.22    24.00     0.105    1.292 
0.9L    :  82.20
    278.0    6.5   58.6    3.889  18.0  -0.00e-3 29.0    147.7     0.288    0.827      0.00
   2181.1    3.7   56.8    189.0 0.121     143.2 4.81    24.00     0.105    1.894 
Critical:  85.91
    299.9    6.5   58.6    3.270  18.0  -0.01e-3 28.9    170.1     0.330    1.760      0.00
   1267.9    3.1   57.1    189.0 0.131     145.2 4.85    12.00     0.105    1.863 
Transfer:  88.33
    314.3    6.5   58.6    2.862  18.0   0.64e-3 31.2    233.7     0.495    1.760      0.00
    658.9    2.7   57.3    189.0 0.137      97.5 3.25    12.00     0.105    1.784 
Bearing :  90.67
    328.1    6.5   58.6    0.636   4.0   6.00e-3 50.0    333.9     1.364    3.017      0.00
      0.0    0.6   58.3     42.0 0.146      26.7 0.87    12.00     0.105    1.701 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.04
 
 
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
    328.1      6.25     58.65    0.62       58.34    24.00      0.300      1.333      0.000      3.017 
Transfer:      2.33
    314.3      6.10     58.65    2.75       57.28    24.00      0.300      1.283      0.000      1.760 
Critical:      4.76
    300.0      5.84     58.65    3.13       57.08    24.00      0.300      1.196      0.000      1.760 
0.1L    :      8.47
    278.0      5.44     58.65    3.71       56.79    24.00      0.300      1.063      0.000      0.827 
0.2L    :     17.60
    226.8      4.72     55.46    4.14       53.40    24.00      0.300      0.824      0.000      0.496 
0.3L    :     26.73
    176.8      3.53     57.65    4.14       55.58    24.00      0.300      0.428      0.000      0.413 
0.4L    :     35.87
    127.7      2.50     58.75    4.14       56.68    24.00      0.300      0.085      0.000      0.413 
0.5L    :     45.00
     79.7      1.56     58.75    4.14       56.68    24.00      0.300      0.000      0.000      0.413 
0.6L    :     54.13
    127.7      2.50     58.75    4.14       56.68    24.00      0.300      0.085      0.000      0.413 
0.7L    :     63.27
    176.8      3.53     57.65    4.14       55.58    24.00      0.300      0.428      0.000      0.413 
0.8L    :     72.40
    226.8      4.72     55.46    4.14       53.40    24.00      0.300      0.824      0.000      0.496 
0.9L    :     81.53
    278.0      5.44     58.65    3.71       56.79    24.00      0.300      1.063      0.000      0.827 
Critical:     85.24
    300.0      5.84     58.65    3.13       57.08    24.00      0.300      1.196      0.000      1.760 
Transfer:     87.67
    314.3      6.10     58.65    2.75       57.28    24.00      0.300      1.283      0.000      1.760 
Bearing :     90.00
    328.1      6.25     58.65    0.62       58.34    24.00      0.300      1.333      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.47 ft
Prestress      :       0.729  1.80      1.312  2.20      1.604
Self Wt.       :      -0.277  1.85     -0.512  2.40     -0.665
Deck + Haunch  :                       -0.240  2.30     -0.553
DL-Prec. (DC)  :                       -0.049  3.00     -0.147
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.036  3.00     -0.109
DL-Comp. (DW)  :                       -0.020  3.00     -0.060
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 17.60 ft
Prestress      :       1.314  1.80      2.365  2.20      2.890
Self Wt.       :      -0.521  1.85     -0.963  2.40     -1.250
Deck + Haunch  :                       -0.470  2.30     -1.082
DL-Prec. (DC)  :                       -0.096  3.00     -0.287
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.071  3.00     -0.214
DL-Comp. (DW)  :                       -0.039  3.00     -0.118
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 26.73 ft
Prestress      :       1.736  1.80      3.125  2.20      3.819
Self Wt.       :      -0.708  1.85     -1.310  2.40     -1.699
Deck + Haunch  :                       -0.647  2.30     -1.489
DL-Prec. (DC)  :                       -0.132  3.00     -0.395
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.098  3.00     -0.295
DL-Comp. (DW)  :                       -0.054  3.00     -0.163
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 35.87 ft
Prestress      :       1.992  1.80      3.586  2.20      4.383
Self Wt.       :      -0.826  1.85     -1.528  2.40     -1.982
Deck + Haunch  :                       -0.759  2.30     -1.746
DL-Prec. (DC)  :                       -0.154  3.00     -0.463
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.115  3.00     -0.346
DL-Comp. (DW)  :                       -0.064  3.00     -0.191
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 45.00 ft
Prestress      :       2.081  1.80      3.746  2.20      4.579
Self Wt.       :      -0.867  1.85     -1.604  2.40     -2.081
Deck + Haunch  :                       -0.798  2.30     -1.837
DL-Prec. (DC)  :                       -0.162  3.00     -0.487
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.121  3.00     -0.364
DL-Comp. (DW)  :                       -0.067  3.00     -0.201
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 54.13 ft
Prestress      :       1.992  1.80      3.586  2.20      4.383
Self Wt.       :      -0.826  1.85     -1.528  2.40     -1.982
Deck + Haunch  :                       -0.759  2.30     -1.746
DL-Prec. (DC)  :                       -0.154  3.00     -0.463
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.115  3.00     -0.346
DL-Comp. (DW)  :                       -0.064  3.00     -0.191
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 63.27 ft
Prestress      :       1.736  1.80      3.125  2.20      3.819
Self Wt.       :      -0.708  1.85     -1.310  2.40     -1.699
Deck + Haunch  :                       -0.647  2.30     -1.489
DL-Prec. (DC)  :                       -0.132  3.00     -0.395
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.098  3.00     -0.295
DL-Comp. (DW)  :                       -0.054  3.00     -0.163
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 72.40 ft
Prestress      :       1.314  1.80      2.365  2.20      2.890
Self Wt.       :      -0.521  1.85     -0.963  2.40     -1.250
Deck + Haunch  :                       -0.470  2.30     -1.082
DL-Prec. (DC)  :                       -0.096  3.00     -0.287
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.071  3.00     -0.214
DL-Comp. (DW)  :                       -0.039  3.00     -0.118
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 81.53 ft
Prestress      :       0.729  1.80      1.312  2.20      1.604
Self Wt.       :      -0.277  1.85     -0.512  2.40     -0.665
Deck + Haunch  :                       -0.240  2.30     -0.553
DL-Prec. (DC)  :                       -0.049  3.00     -0.147
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.036  3.00     -0.109
DL-Comp. (DW)  :                       -0.020  3.00     -0.060
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
   648.6    51.8  3.434  265.3    3.2   2.75   3828.5  0.053T 1.00       -       -     -     -  
H/2     :   2.59
   718.7    51.9  3.486  265.2    3.3   2.79   3889.1  0.052T 1.00       -       -     -     -  
0.1L    :   8.47
  2181.1    53.3  4.667  263.8    4.4   3.71   5274.9  0.038T 1.00       -       -     -     -  
0.2L    :  17.60
  4000.9    55.5  5.208  263.4    4.9   4.14   6103.1  0.034T 1.00   4959.4  4959.4    1.23    -  
0.3L    :  26.73
  5267.4    57.7  5.208  263.6    4.9   4.14   6359.2  0.034T 1.00   5066.5  5066.5    1.26    -  
0.4L    :  35.87
  6023.5    58.7  5.208  263.7    4.9   4.14   6487.3  0.034T 1.00   5104.5  5104.5    1.27    -  
0.5L    :  45.00
  6245.0    58.7  5.208  263.7    4.9   4.14   6487.3  0.034T 1.00   5070.7  5070.7    1.28    -  
0.6L    :  54.13
  6023.5    58.7  5.208  263.7    4.9   4.14   6487.3  0.034T 1.00   5104.5  5104.5    1.27    -  
0.7L    :  63.27
  5267.4    57.7  5.208  263.6    4.9   4.14   6359.2  0.034T 1.00   5066.5  5066.5    1.26    -  
0.8L    :  72.40
  4000.9    55.5  5.208  263.4    4.9   4.14   6103.1  0.034T 1.00   4959.4  4959.4    1.23    -  
0.9L    :  81.53
  2181.1    53.3  4.667  263.8    4.4   3.71   5274.9  0.038T 1.00       -       -     -     -  
H/2     :  87.41
   718.7    51.9  3.486  265.2    3.3   2.79   3889.1  0.052T 1.00       -       -     -     -  
Transfer:  87.67
   648.6    51.8  3.434  265.3    3.2   2.75   3828.5  0.053T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.044
        M   2.00 Fb     0.163
 
  2   2 E  50.00 Ft     0.341
        M   4.00 Fb     0.121
 
  3   2 E  48.00 Ft     0.621
        M   2.00 Fb     0.093
 
  4   2 E   6.00 Ft     0.573
        M   6.00 Fb     0.331
 
  5   2 E   6.00 Ft     0.524
        M   6.00 Fb     0.569
 
  6   2 E   6.00 Ft     0.475
        M   6.00 Fb     0.807
 
  7   2 E   4.00 Ft     0.409
        M   4.00 Fb     1.059
 
  8   2 E   4.00 Ft     0.343
        M   4.00 Fb     1.312
 
  9   2 E   2.00 Ft     0.260
        M   2.00 Fb     1.578
 
 10   2 E   2.00 Ft     0.176
        M   2.00 Fb     1.844
 
 11   2 E   2.00 Ft     0.092
        M   2.00 Fb     2.111
 
 12   2 E   2.00 Ft     0.009
        M   2.00 Fb     2.377
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 91.33            Release Length, ft: 91.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   4           No. of strands, Straight:  20
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.5 ksi  f'ct   4.0 ksi
Initial losses:  5.94 %               Final losses: 11.31 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       2.377     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.009       Trans
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6487.28     6244.97     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.771     Midspan    1.800   0.149     Midspan
    Pre.Top:   3.900   2.026     Midspan    2.925   1.564     Midspan
    Pre.Bot:   3.900   1.850    Transfer    2.925   1.990    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.484  -0.013     Bearing
    Pre.Bot:  -0.484  -0.399     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.600   1.197     Midspan
    Pre.Bot:                                                             2.600   0.855    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.081  1.80      3.746  2.20      4.579
Self Wt.       :      -0.867  1.85     -1.604  2.40     -2.081
Deck + Haunch  :                       -0.798  2.30     -1.837
DL-Prec. (DC)  :                       -0.162  3.00     -0.487
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.121  3.00     -0.364
DL-Comp. (DW)  :                       -0.067  3.00     -0.201
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-BTD                              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   90.00
     DC  Line       0.087      0.00       0.087   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.333 ft
Release length = 91.333 ft
Design  length = 90.000 ft
 
Kern points:
------------
Upper    =   40.13 in
Lower    =   11.64 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.763   (Calculated)    
Live Moment (1  lane  loaded)  : 0.531   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.150   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.920   (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                  =        748.8 in2           1496.2 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           713437 in4#
Ht. of c.g.           =        24.64 in             41.45 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        780.0 plf           1693.8 plf   
Mom. of Inertia (Iyy) =      36372.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8520

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59     8.47    17.60    26.73    35.87    45.00
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    754.6    774.9    774.9    774.9    774.9    774.9    774.9    774.9
  Yb      ,  in    24.54    24.16    24.16    24.11    24.04    23.96    23.93    23.93
  MI(Ixx) , in4   286930   290943   290988   292051   293904   295998   297137   297137
Composite: (At Final, using Ec =  5007.5 ksi )
  Area    , in2   1501.6   1520.6   1520.6   1520.6   1520.6   1520.6   1520.6   1520.6
  Yb      ,  in    41.34    40.95    40.95    40.93    40.89    40.86    40.84    40.84
  MI(Ixx) , in4   718451   736546   736639   738791   742327   746093   748063   748063

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.50 ksi           4.00 ksi
  Elasticity         =    5007.55 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.90 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.93 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           =       2.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.48 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 31.97 ft from member end )
END PATTERN (Ycg = 11.17 in):
    10 @  2.000 in     4 @  4.000 in     6 @  6.000 in     2 @ 48.000 in
     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     4 @  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     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.886 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.858 ft
Holddown Force        =  20.258 kips     Beam Shrtng (PL/AE)   =      0.305 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)       
--------------------------------------------------------------------------------------
      2193.831         740 1623.435     17.590 71240.125  1045.103     578.132        
 
 
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       2.75       0.1250      0.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       1.7500      2.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      9.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.4167     15.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.4167     21.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      21.6670     69.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      69.6663     75.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      75.9167     81.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00      81.9167     85.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      85.6663     89.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00      89.1663     89.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50      89.5833     90.7500    Yes
      2      US#6[M19]       60.00        0.88       2.75      90.7500     91.2083    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 91.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.50 in
         P_init    =     1020.9 kips  Ecc = 21.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.64 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.935 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.98 ksi    0.00 ksi
    due to Composite Loads                                 -1.59 ksi    0.00 ksi
    due to Live Loads                                      -5.06 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                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.49 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.64 ksi  ( 5.94 %)            10.50 ksi ( 5.36 %)
Total Prestress Losses                                    22.14 ksi (11.29 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    79.8    88.4   269.2   497.0   659.6   757.2   789.7
(Max)       V      35.1    33.3    33.1    28.5    21.4    14.2     7.1     0.0
DL-Prec.  : M       0.0    12.5    13.8    42.2    77.8   103.3   118.6   123.6
DC(Max)     V       5.5     5.2     5.2     4.5     3.3     2.2     1.1     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    93.5   103.6   315.4   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    38.8    33.4    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.6     0.6     2.1     4.4     6.7     9.0    11.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    30.3    33.6   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    18.5    56.4   104.1   138.1   158.5   165.4
DW(Max)     V       7.3     7.0     6.9     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   197.1   218.4   661.0  1206.2  1577.3  1797.5  1853.8
            V     131.8   127.1   126.5   114.6    96.8    79.1    54.8    11.8
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   131.8   127.1   126.5   114.6    97.9    81.9    66.6    51.9
            M      -0.0   202.8   224.4   661.0  1142.6  1452.2  1584.0  1549.8
Total     : M+      0.0   430.4   477.0  1448.4  2660.2  3508.1  4015.3  4168.7
            V     234.4   224.4   223.3   197.9   159.4   120.9    75.9    12.1
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   234.4   224.4   223.3   197.9   160.5   123.7    87.6    52.2
            M      -0.0   436.1   483.0  1448.4  2596.7  3383.0  3801.7  3864.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.41   87.67   90.00
Self wt.  : M     757.2   659.6   497.0   269.2    88.4    79.8     0.0
(Max)       V       7.1    14.2    21.4    28.5    33.1    33.3    35.1
DL-Prec.  : M     118.6   103.3    77.8    42.2    13.8    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.5     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.4   103.6    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    38.8    39.0    41.1
Diaphragm : M       9.0     6.7     4.4     2.1     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     287.4   250.3   188.6   102.2    33.6    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M     158.5   138.1   104.1    56.4    18.5    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.3
LL + I    : M+   1797.5  1577.3  1206.2   661.0   218.4   197.1     0.0
            V      54.8    79.1    96.8   114.6   126.5   127.1   131.8
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    66.6    81.9    97.9   114.6   126.5   127.1   131.8
            M    1584.0  1452.2  1142.6   661.0   224.4   202.8    -0.0
Total     : M+   4015.3  3508.1  2660.2  1448.4   477.0   430.4     0.0
            V      75.9   120.9   159.4   197.9   223.3   224.4   234.4
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    87.6   123.7   160.5   197.9   223.3   224.4   234.4
            M    3801.7  3383.0  2596.7  1448.4   483.0   436.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               35.1             35.1
Deck+Haunch            41.1             41.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.5              5.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           36.7             36.7
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    79.8    88.4   269.2   497.0   659.6   757.2   789.7
(Max)       V      35.1    33.3    33.1    28.5    21.4    14.2     7.1     0.0
DL-Prec.  : M       0.0    12.5    13.8    42.2    77.8   103.3   118.6   123.6
DC(Max)     V       5.5     5.2     5.2     4.5     3.3     2.2     1.1     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    93.5   103.6   315.4   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    38.8    33.4    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.6     0.6     2.1     4.4     6.7     9.0    11.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    30.3    33.6   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    18.5    56.4   104.1   138.1   158.5   165.4
DW(Max)     V       7.3     7.0     6.9     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   157.7   174.7   528.8   965.0  1261.9  1438.0  1483.0
            V     105.4   101.6   101.2    91.7    77.5    63.3    43.9     9.5
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   105.4   101.6   101.2    91.7    78.3    65.5    53.3    41.5
            M      -0.0   162.2   179.5   528.8   914.1  1161.8  1267.2  1239.9
Total     : M+      0.0   391.0   433.3  1316.2  2419.0  3192.6  3655.8  3798.0
            V     208.1   199.0   198.0   175.0   140.1   105.1    64.9     9.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   208.1   199.0   198.0   175.0   140.9   107.3    74.3    41.8
            M      -0.0   395.5   438.1  1316.2  2368.1  3092.6  3484.9  3554.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.41   87.67   90.00
Self wt.  : M     757.2   659.6   497.0   269.2    88.4    79.8     0.0
(Max)       V       7.1    14.2    21.4    28.5    33.1    33.3    35.1
DL-Prec.  : M     118.6   103.3    77.8    42.2    13.8    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.5     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.4   103.6    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    38.8    39.0    41.1
Diaphragm : M       9.0     6.7     4.4     2.1     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     287.4   250.3   188.6   102.2    33.6    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M     158.5   138.1   104.1    56.4    18.5    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.3
LL + I    : M+   1438.0  1261.8   965.0   528.8   174.7   157.7     0.0
            V      43.9    63.3    77.5    91.7   101.2   101.6   105.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.3    65.5    78.3    91.7   101.2   101.6   105.4
            M    1267.2  1161.8   914.1   528.8   179.5   162.2    -0.0
Total     : M+   3655.8  3192.6  2419.0  1316.2   433.3   391.0     0.0
            V      64.9   105.1   140.1   175.0   198.0   199.0   208.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    74.3   107.3   140.9   175.0   198.0   199.0   208.1
            M    3484.9  3092.6  2368.1  1316.2   438.1   395.5    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    99.7   110.5   336.5   621.2   824.5   946.5   987.2
(Max)       V      43.9    41.6    41.3    35.6    26.7    17.8     8.9     0.0
Self wt.  : M       0.0    71.8    79.6   242.3   447.3   593.7   681.5   710.8
(Min)       V      31.6    30.0    29.8    25.6    19.2    12.8     6.4     0.0
DL-Prec.  : M       0.0    15.6    17.3    52.7    97.3   129.1   148.2   154.6
DC(Max)     V       6.9     6.5     6.5     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0    11.2    12.5    37.9    70.0    92.9   106.7   111.3
DC(Min)     V       4.9     4.7     4.7     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
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   116.8   129.5   394.3   727.8   966.0  1108.9  1156.5
Haunch (Max)V      51.4    48.7    48.4    41.7    31.3    20.9    10.4     0.0
Deck +    : M       0.0    84.1    93.2   283.9   524.0   695.5   798.4   832.7
Haunch (Min)V      37.0    35.1    34.9    30.0    22.5    15.0     7.5     0.0
Diaphragm : M       0.0     0.7     0.8     2.6     5.5     8.4    11.2    14.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     1.9     4.0     6.0     8.1    10.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    37.8    41.9   127.7   235.7   312.9   359.2   374.6
DC(Max)     V      16.7    15.8    15.7    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    27.2    30.2    92.0   169.7   225.3   258.6   269.7
DC(Min)     V      12.0    11.4    11.3     9.7     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    25.1    27.8    84.6   156.1   207.2   237.8   248.0
DW(Max)     V      11.0    10.5    10.4     8.9     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    10.9    12.0    36.6    67.6    89.8   103.1   107.5
DW(Min)     V       4.8     4.5     4.5     3.9     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   344.9   382.2  1156.7  2110.9  2760.3  3145.7  3244.2
            V     230.7   222.3   221.4   200.5   169.5   138.4    96.0    20.7
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   230.7   222.3   221.4   200.5   171.3   143.3   116.5    90.9
            M      -0.0   354.8   392.7  1156.7  1999.6  2541.4  2771.9  2712.2
Total     : M+      0.0   640.7   710.0  2155.1  3954.4  5208.3  5957.5  6179.2
            V     360.8   345.7   344.1   306.2   248.8   191.4   122.6    21.0
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   360.8   345.7   344.1   306.2   250.6   196.3   143.2    91.2
            M      -0.0   650.6   720.6  2155.1  3843.2  4989.4  5583.7  5647.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.41   87.67   90.00
Self wt.  : M     946.5   824.5   621.2   336.5   110.5    99.7     0.0
(Max)       V       8.9    17.8    26.7    35.6    41.3    41.6    43.9
Self wt.  : M     681.5   593.7   447.3   242.3    79.6    71.8     0.0
(Min)       V       6.4    12.8    19.2    25.6    29.8    30.0    31.6
DL-Prec.  : M     148.2   129.1    97.3    52.7    17.3    15.6     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.5     6.5     6.9
DL-Prec.  : M     106.7    92.9    70.0    37.9    12.5    11.2     0.0
DC(Min)     V       1.0     2.0     3.0     4.0     4.7     4.7     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
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    1108.9   966.0   727.8   394.3   129.5   116.8     0.0
Haunch (Max)V      10.4    20.9    31.3    41.7    48.4    48.7    51.4
Deck +    : M     798.4   695.5   524.0   283.9    93.2    84.1     0.0
Haunch (Min)V       7.5    15.0    22.5    30.0    34.9    35.1    37.0
Diaphragm : M      11.2     8.4     5.5     2.6     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       8.1     6.0     4.0     1.9     0.6     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     359.2   312.9   235.7   127.7    41.9    37.8     0.0
DC(Max)     V       3.4     6.8    10.1    13.5    15.7    15.8    16.7
DL-Comp   : M     258.6   225.3   169.7    92.0    30.2    27.2     0.0
DC(Min)     V       2.4     4.9     7.3     9.7    11.3    11.4    12.0
DL-Comp   : M     237.8   207.2   156.1    84.6    27.8    25.1     0.0
DW(Max)     V       2.2     4.5     6.7     8.9    10.4    10.5    11.0
DL-Comp   : M     103.1    89.8    67.6    36.6    12.0    10.9     0.0
DW(Min)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.8
LL + I    : M+   3145.7  2760.3  2110.9  1156.7   382.2   344.9     0.0
            V      96.0   138.4   169.5   200.5   221.4   222.3   230.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.5   143.3   171.3   200.5   221.4   222.3   230.7
            M    2771.9  2541.4  1999.6  1156.7   392.7   354.8    -0.0
Total     : M+   5957.5  5208.3  3954.4  2155.1   710.0   640.7     0.0
            V     122.6   191.4   248.8   306.2   344.1   345.7   360.8
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   143.2   196.3   250.6   306.2   344.1   345.7   360.8
            M    5583.7  4989.4  3843.2  2155.1   720.6   650.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.9             43.9
Deck+Haunch            51.4             51.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.9              6.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           55.1             55.1
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    79.8    88.4   269.2   497.0   659.6   757.2   789.7
(Max)       V      35.1    33.3    33.1    28.5    21.4    14.2     7.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    12.5    13.8    42.2    77.8   103.3   118.6   123.6
DC(Max)     V       5.5     5.2     5.2     4.5     3.3     2.2     1.1     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    93.5   103.6   315.4   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    38.8    33.4    25.0    16.7     8.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.1     4.4     6.7     9.0    11.2
(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    30.3    33.6   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    16.7    18.5    56.4   104.1   138.1   158.5   165.4
DW(Max)     V       7.3     7.0     6.9     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   137.2   151.9   454.1   808.6  1052.5  1175.3  1157.6
            V     106.3   102.6   102.2    93.0    79.6    61.0    47.7    24.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   106.3   102.6   102.2    93.0    79.6    66.3    53.0    39.7
            M       0.0   137.2   151.9   454.1   808.6  1022.7  1096.3  1029.5
Total     : M+      0.0   370.5   410.5  1241.5  2262.6  2983.3  3393.0  3472.5
            V     208.9   200.0   199.0   176.3   142.2   102.9    68.8    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   208.9   200.0   199.0   176.3   142.2   108.1    74.0    39.9
            M       0.0   370.5   410.5  1241.5  2262.6  2953.5  3314.0  3344.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.41   87.67   90.00
Self wt.  : M     757.2   659.6   497.0   269.2    88.4    79.8     0.0
(Max)       V       7.1    14.2    21.4    28.5    33.1    33.3    35.1
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     118.6   103.3    77.8    42.2    13.8    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.5     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.4   103.6    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    38.8    39.0    41.1
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       9.0     6.7     4.4     2.1     0.6     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     287.4   250.3   188.6   102.2    33.6    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
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     158.5   138.1   104.1    56.4    18.5    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.3
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+   1175.3  1052.5   808.6   454.1   151.9   137.2     0.0
            V      47.7    61.0    79.6    93.0   102.2   102.6   106.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.0    66.3    79.6    93.0   102.2   102.6   106.3
            M    1096.3  1022.7   808.6   454.1   151.9   137.2     0.0
Total     : M+   3393.0  2983.3  2262.6  1241.5   410.5   370.5     0.0
            V      68.8   102.9   142.2   176.3   199.0   200.0   208.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    74.0   108.1   142.2   176.3   199.0   200.0   208.9
            M    3314.0  2953.5  2262.6  1241.5   410.5   370.5     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.13   18.27   27.40   36.53   45.67   31.97
 
Beam-Self
Precast-top    0.127   0.360   0.637   0.832   0.948   0.988   0.900 
Bottom        -0.103  -0.290  -0.511  -0.664  -0.754  -0.786  -0.717 
 
Prestress
Precast-top   -0.118  -0.264  -0.478  -0.689  -0.793  -0.793  -0.793 
Bottom         2.480   2.593   2.758   2.918   2.997   2.997   2.997 
 
Total
Precast-top    0.009   0.096   0.159   0.143   0.155   0.195   0.107 
Bottom         2.377   2.303   2.247   2.255   2.242   2.211   2.280 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.28 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
 
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   0.014   0.015   0.047   0.086   0.114   0.130   0.136 
Precast-top   -0.013   0.134   0.155   0.572   1.059   1.349   1.542   1.641 
Bottom         0.500   1.983   1.964   1.572   1.113   0.835   0.654   0.566 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.13   18.27   27.40   36.53   45.67   31.97
 
Beam-Self
Precast-top    0.127   0.360   0.637   0.832   0.948   0.988   0.900 
Bottom        -0.103  -0.290  -0.511  -0.664  -0.754  -0.786  -0.717 
 
Prestress
Precast-top   -0.118  -0.264  -0.478  -0.689  -0.793  -0.793  -0.793 
Bottom         2.480   2.593   2.758   2.918   2.997   2.997   2.997 
 
Total
Precast-top    0.009   0.096   0.159   0.143   0.155   0.195   0.107 
Bottom         2.377   2.303   2.247   2.255   2.242   2.211   2.280 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.28 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
 
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    2.59    8.47   17.60   26.73   35.87   45.00
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   0.047   0.053   0.157   0.281   0.365   0.409   0.407 
Precast-top   -0.006   0.096   0.110   0.382   0.701   0.897   1.019   1.065 
Bottom         0.250   0.900   0.881   0.484   0.022  -0.274  -0.443  -0.475 
 

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
    360.8    6.5   58.6    0.634   4.0   6.00e-3 50.0    370.2     1.511    3.017      0.00
      0.0    0.5   58.4     42.0 0.161      26.7 0.87    12.00     0.105    1.548 
Transfer:   3.00
    345.7    6.5   58.6    2.854  18.0   1.43e-3 34.0    296.5     0.696    1.760      0.00
    650.6    2.4   57.4    189.0 0.151      69.7 2.32    12.00     0.105    1.626 
Critical:   5.44
    329.9    6.5   58.6    3.264  18.0   0.08e-3 29.3    212.4     0.416    1.760      0.00
   1255.9    2.8   57.3    189.0 0.144     136.3 4.54    12.00     0.105    1.699 
0.1L    :   9.13
    306.2    6.5   58.6    3.880  18.0   0.08e-3 29.3    186.7     0.367    0.827      0.00
   2155.1    3.3   57.0    189.0 0.134     135.5 4.54    12.00     0.105    1.687 
0.2L    :  18.27
    250.6    6.5   55.5    5.208  18.0   0.73e-3 31.5    173.3     0.397    0.496      0.00
   3843.2    3.6   53.6    189.0 0.115      87.2 3.10    24.00     0.105    1.156 
0.3L    :  27.40
    196.3    6.5   57.7    5.208  18.0   1.79e-3 35.3    140.3     0.356    0.413      0.00
   4989.4    3.6   55.8    189.0 0.085      59.8 2.05    24.00     0.105    1.104 
0.4L    :  36.53
    143.2    6.5   58.7    5.208   0.0   2.26e-3 36.9    106.0     0.280    0.413      0.00
   5583.7    3.6   56.9    189.0 0.066      53.1 1.78    24.00     0.105    1.318 
0.5L    :  45.67
     91.2    6.5   58.7    5.208   0.0   2.00e-3 36.0     44.1     0.113    0.413      0.00
   5647.2    3.6   56.9    189.0 0.042      57.2 1.92    24.00     0.105    2.163 
0.6L    :  54.80
    143.2    6.5   58.7    5.208   0.0   2.26e-3 36.9    106.0     0.280    0.413      0.00
   5583.7    3.6   56.9    189.0 0.066      53.1 1.78    24.00     0.105    1.318 
0.7L    :  63.93
    196.3    6.5   57.7    5.208  18.0   1.79e-3 35.3    140.3     0.356    0.413      0.00
   4989.4    3.6   55.8    189.0 0.085      59.8 2.05    24.00     0.105    1.104 
0.8L    :  73.07
    250.6    6.5   55.5    5.208  18.0   0.73e-3 31.5    173.3     0.397    0.496      0.00
   3843.2    3.6   53.6    189.0 0.115      87.2 3.10    24.00     0.105    1.156 
0.9L    :  82.20
    306.2    6.5   58.6    3.880  18.0   0.08e-3 29.3    186.7     0.367    0.827      0.00
   2155.1    3.3   57.0    189.0 0.134     135.5 4.54    12.00     0.105    1.687 
Critical:  85.89
    329.9    6.5   58.6    3.264  18.0   0.08e-3 29.3    212.4     0.416    1.760      0.00
   1255.9    2.8   57.3    189.0 0.144     136.3 4.54    12.00     0.105    1.699 
Transfer:  88.33
    345.7    6.5   58.6    2.854  18.0   1.43e-3 34.0    296.5     0.696    1.760      0.00
    650.6    2.4   57.4    189.0 0.151      69.7 2.32    12.00     0.105    1.626 
Bearing :  90.67
    360.8    6.5   58.6    0.634   4.0   6.00e-3 50.0    370.2     1.511    3.017      0.00
      0.0    0.5   58.4     42.0 0.161      26.7 0.87    12.00     0.105    1.548 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.04
 
 
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
    360.8      6.87     58.65    0.54       58.38    24.00      0.300      1.539      0.000      3.017 
Transfer:      2.33
    345.7      6.69     58.65    2.41       57.44    24.00      0.300      1.479      0.000      1.760 
Critical:      4.77
    330.0      6.40     58.65    2.75       57.27    24.00      0.300      1.384      0.000      1.760 
0.1L    :      8.47
    306.2      5.97     58.65    3.26       57.02    24.00      0.300      1.239      0.000      0.827 
0.2L    :     17.60
    250.6      5.19     55.46    3.65       53.64    24.00      0.300      0.980      0.000      0.496 
0.3L    :     26.73
    196.3      3.91     57.65    3.65       55.83    24.00      0.300      0.552      0.000      0.413 
0.4L    :     35.87
    143.2      2.79     58.75    3.65       56.93    24.00      0.300      0.181      0.000      0.413 
0.5L    :     45.00
     91.2      1.78     58.75    3.65       56.93    24.00      0.300      0.000      0.000      0.413 
0.6L    :     54.13
    143.2      2.79     58.75    3.65       56.93    24.00      0.300      0.181      0.000      0.413 
0.7L    :     63.27
    196.3      3.91     57.65    3.65       55.83    24.00      0.300      0.552      0.000      0.413 
0.8L    :     72.40
    250.6      5.19     55.46    3.65       53.64    24.00      0.300      0.980      0.000      0.496 
0.9L    :     81.53
    306.2      5.97     58.65    3.26       57.02    24.00      0.300      1.239      0.000      0.827 
Critical:     85.23
    330.0      6.40     58.65    2.75       57.27    24.00      0.300      1.384      0.000      1.760 
Transfer:     87.67
    345.7      6.69     58.65    2.41       57.44    24.00      0.300      1.479      0.000      1.760 
Bearing :     90.00
    360.8      6.87     58.65    0.54       58.38    24.00      0.300      1.539      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.47 ft
Prestress      :       0.729  1.80      1.312  2.20      1.604
Self Wt.       :      -0.277  1.85     -0.512  2.40     -0.665
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.452            0.800            0.939
 
At 0.2 x L = 17.60 ft
Prestress      :       1.314  1.80      2.365  2.20      2.890
Self Wt.       :      -0.521  1.85     -0.963  2.40     -1.250
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.793            1.401            1.640
 
At 0.3 x L = 26.73 ft
Prestress      :       1.736  1.80      3.125  2.20      3.819
Self Wt.       :      -0.708  1.85     -1.310  2.40     -1.699
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.028            1.815            2.120
 
At 0.4 x L = 35.87 ft
Prestress      :       1.992  1.80      3.586  2.20      4.383
Self Wt.       :      -0.826  1.85     -1.528  2.40     -1.982
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.166            2.058            2.401
 
At 0.5 x L = 45.00 ft
Prestress      :       2.081  1.80      3.746  2.20      4.579
Self Wt.       :      -0.867  1.85     -1.604  2.40     -2.081
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.214            2.142            2.497
 
At 0.6 x L = 54.13 ft
Prestress      :       1.992  1.80      3.586  2.20      4.383
Self Wt.       :      -0.826  1.85     -1.528  2.40     -1.982
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.166            2.058            2.401
 
At 0.7 x L = 63.27 ft
Prestress      :       1.736  1.80      3.125  2.20      3.819
Self Wt.       :      -0.708  1.85     -1.310  2.40     -1.699
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.028            1.815            2.120
 
At 0.8 x L = 72.40 ft
Prestress      :       1.314  1.80      2.365  2.20      2.890
Self Wt.       :      -0.521  1.85     -0.963  2.40     -1.250
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.793            1.401            1.640
 
At 0.9 x L = 81.53 ft
Prestress      :       0.729  1.80      1.312  2.20      1.604
Self Wt.       :      -0.277  1.85     -0.512  2.40     -0.665
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.452            0.800            0.939
 

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
   640.7    51.8  3.424  265.9    2.8   2.41   3838.7  0.061T 1.00       -       -     -     -  
H/2     :   2.59
   710.0    51.9  3.477  265.8    2.9   2.45   3899.8  0.060T 1.00       -       -     -     -  
0.1L    :   8.47
  2155.1    53.3  4.655  264.6    3.8   3.26   5300.3  0.044T 1.00       -       -     -     -  
0.2L    :  17.60
  3954.4    55.5  5.208  264.2    4.3   3.65   6149.6  0.039T 1.00    918.1   918.1    6.70    -  
0.3L    :  26.73
  5208.3    57.7  5.208  264.4    4.3   3.65   6405.9  0.039T 1.00    751.9   751.9    8.52    -  
0.4L    :  35.87
  5957.5    58.7  5.208  264.5    4.3   3.65   6534.0  0.039T 1.00    652.8   652.8   10.01    -  
0.5L    :  45.00
  6179.2    58.7  5.208  264.5    4.3   3.65   6534.0  0.039T 1.00    615.7   615.7   10.61    -  
0.6L    :  54.13
  5957.5    58.7  5.208  264.5    4.3   3.65   6534.0  0.039T 1.00    652.8   652.8   10.01    -  
0.7L    :  63.27
  5208.3    57.7  5.208  264.4    4.3   3.65   6405.9  0.039T 1.00    751.9   751.9    8.52    -  
0.8L    :  72.40
  3954.4    55.5  5.208  264.2    4.3   3.65   6149.6  0.039T 1.00    918.1   918.1    6.70    -  
0.9L    :  81.53
  2155.1    53.3  4.655  264.6    3.8   3.26   5300.3  0.044T 1.00       -       -     -     -  
H/2     :  87.41
   710.0    51.9  3.477  265.8    2.9   2.45   3899.8  0.060T 1.00       -       -     -     -  
Transfer:  87.67
   640.7    51.8  3.424  265.9    2.8   2.41   3838.7  0.061T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.044
        M   2.00 Fb     0.163
 
  2   2 E  50.00 Ft     0.341
        M   4.00 Fb     0.121
 
  3   2 E  48.00 Ft     0.621
        M   2.00 Fb     0.093
 
  4   2 E   6.00 Ft     0.573
        M   6.00 Fb     0.331
 
  5   2 E   6.00 Ft     0.524
        M   6.00 Fb     0.569
 
  6   2 E   6.00 Ft     0.475
        M   6.00 Fb     0.807
 
  7   2 E   4.00 Ft     0.409
        M   4.00 Fb     1.059
 
  8   2 E   4.00 Ft     0.343
        M   4.00 Fb     1.312
 
  9   2 E   2.00 Ft     0.260
        M   2.00 Fb     1.578
 
 10   2 E   2.00 Ft     0.176
        M   2.00 Fb     1.844
 
 11   2 E   2.00 Ft     0.092
        M   2.00 Fb     2.111
 
 12   2 E   2.00 Ft     0.009
        M   2.00 Fb     2.377
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 91.33            Release Length, ft: 91.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   4           No. of strands, Straight:  20
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.5 ksi  f'ct   4.0 ksi
Initial losses:  5.94 %               Final losses: 11.29 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       2.377     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.009       Trans
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6533.99     6179.17     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   0.136     Midspan
    Pre.Top:   3.900  -0.000     Bearing    2.925   1.641     Midspan
    Pre.Bot:   3.900  -0.000     Bearing    2.925   1.983    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.484  -0.000     Bearing
    Pre.Bot:  -0.484  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.600   1.065     Midspan
    Pre.Bot:                                                             2.600   0.900    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.081  1.80      3.746  2.20      4.579
Self Wt.       :      -0.867  1.85     -1.604  2.40     -2.081
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.214            2.142            2.497
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTD                              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   90.00
     DC  Line       0.087      0.00       0.087   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.333 ft
Release length = 91.333 ft
Design  length = 90.000 ft
 
Kern points:
------------
Upper    =   40.13 in
Lower    =   11.64 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.763   (Calculated)    
Live Moment (1  lane  loaded)  : 0.531   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.150   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.920   (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                  =        748.8 in2           1496.2 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           713437 in4#
Ht. of c.g.           =        24.64 in             41.45 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        780.0 plf           1693.8 plf   
Mom. of Inertia (Iyy) =      36372.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8520

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59     8.47    17.60    26.73    35.87    45.00
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    754.6    774.9    774.9    774.9    774.9    774.9    774.9    774.9
  Yb      ,  in    24.54    24.16    24.16    24.11    24.04    23.96    23.93    23.93
  MI(Ixx) , in4   286930   290943   290988   292051   293904   295998   297137   297137
Composite: (At Final, using Ec =  5007.5 ksi )
  Area    , in2   1501.6   1520.6   1520.6   1520.6   1520.6   1520.6   1520.6   1520.6
  Yb      ,  in    41.34    40.95    40.95    40.93    40.89    40.86    40.84    40.84
  MI(Ixx) , in4   718451   736546   736639   738791   742327   746093   748063   748063

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.50 ksi           4.00 ksi
  Elasticity         =    5007.55 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.90 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.93 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           =       2.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.48 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 31.97 ft from member end )
END PATTERN (Ycg = 11.17 in):
    10 @  2.000 in     4 @  4.000 in     6 @  6.000 in     2 @ 48.000 in
     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     4 @  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     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.886 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.858 ft
Holddown Force        =  20.258 kips     Beam Shrtng (PL/AE)   =      0.305 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)       
--------------------------------------------------------------------------------------
      2193.831         740 1623.435     17.590 71240.125  1045.103     578.132        
 
 
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       2.75       0.1250      0.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       1.7500      2.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      9.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.4167     15.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.4167     21.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      21.6670     69.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      69.6663     75.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      75.9167     81.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00      81.9167     85.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      85.6663     89.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00      89.1663     89.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50      89.5833     90.7500    Yes
      2      US#6[M19]       60.00        0.88       2.75      90.7500     91.2083    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 91.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.50 in
         P_init    =     1020.9 kips  Ecc = 21.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.64 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.935 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.98 ksi    0.00 ksi
    due to Composite Loads                                 -1.59 ksi    0.00 ksi
    due to Live Loads                                      -5.06 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                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.49 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.64 ksi  ( 5.94 %)            10.50 ksi ( 5.36 %)
Total Prestress Losses                                    22.14 ksi (11.29 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    79.8    88.4   269.2   497.0   659.6   757.2   789.7
(Max)       V      35.1    33.3    33.1    28.5    21.4    14.2     7.1     0.0
DL-Prec.  : M       0.0    12.5    13.8    42.2    77.8   103.3   118.6   123.6
DC(Max)     V       5.5     5.2     5.2     4.5     3.3     2.2     1.1     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    93.5   103.6   315.4   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    38.8    33.4    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.6     0.6     2.1     4.4     6.7     9.0    11.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    30.3    33.6   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    18.5    56.4   104.1   138.1   158.5   165.4
DW(Max)     V       7.3     7.0     6.9     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   197.1   218.4   661.0  1206.2  1577.3  1797.5  1853.8
            V     131.8   127.1   126.5   114.6    96.8    79.1    54.8    11.8
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   131.8   127.1   126.5   114.6    97.9    81.9    66.6    51.9
            M      -0.0   202.8   224.4   661.0  1142.6  1452.2  1584.0  1549.8
Total     : M+      0.0   430.4   477.0  1448.4  2660.2  3508.1  4015.3  4168.7
            V     234.4   224.4   223.3   197.9   159.4   120.9    75.9    12.1
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   234.4   224.4   223.3   197.9   160.5   123.7    87.6    52.2
            M      -0.0   436.1   483.0  1448.4  2596.7  3383.0  3801.7  3864.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.41   87.67   90.00
Self wt.  : M     757.2   659.6   497.0   269.2    88.4    79.8     0.0
(Max)       V       7.1    14.2    21.4    28.5    33.1    33.3    35.1
DL-Prec.  : M     118.6   103.3    77.8    42.2    13.8    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.5     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.4   103.6    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    38.8    39.0    41.1
Diaphragm : M       9.0     6.7     4.4     2.1     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     287.4   250.3   188.6   102.2    33.6    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M     158.5   138.1   104.1    56.4    18.5    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.3
LL + I    : M+   1797.5  1577.3  1206.2   661.0   218.4   197.1     0.0
            V      54.8    79.1    96.8   114.6   126.5   127.1   131.8
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    66.6    81.9    97.9   114.6   126.5   127.1   131.8
            M    1584.0  1452.2  1142.6   661.0   224.4   202.8    -0.0
Total     : M+   4015.3  3508.1  2660.2  1448.4   477.0   430.4     0.0
            V      75.9   120.9   159.4   197.9   223.3   224.4   234.4
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    87.6   123.7   160.5   197.9   223.3   224.4   234.4
            M    3801.7  3383.0  2596.7  1448.4   483.0   436.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               35.1             35.1
Deck+Haunch            41.1             41.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.5              5.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           36.7             36.7
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    79.8    88.4   269.2   497.0   659.6   757.2   789.7
(Max)       V      35.1    33.3    33.1    28.5    21.4    14.2     7.1     0.0
DL-Prec.  : M       0.0    12.5    13.8    42.2    77.8   103.3   118.6   123.6
DC(Max)     V       5.5     5.2     5.2     4.5     3.3     2.2     1.1     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    93.5   103.6   315.4   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    38.8    33.4    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.6     0.6     2.1     4.4     6.7     9.0    11.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    30.3    33.6   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    18.5    56.4   104.1   138.1   158.5   165.4
DW(Max)     V       7.3     7.0     6.9     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   157.7   174.7   528.8   965.0  1261.9  1438.0  1483.0
            V     105.4   101.6   101.2    91.7    77.5    63.3    43.9     9.5
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   105.4   101.6   101.2    91.7    78.3    65.5    53.3    41.5
            M      -0.0   162.2   179.5   528.8   914.1  1161.8  1267.2  1239.9
Total     : M+      0.0   391.0   433.3  1316.2  2419.0  3192.6  3655.8  3798.0
            V     208.1   199.0   198.0   175.0   140.1   105.1    64.9     9.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   208.1   199.0   198.0   175.0   140.9   107.3    74.3    41.8
            M      -0.0   395.5   438.1  1316.2  2368.1  3092.6  3484.9  3554.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.41   87.67   90.00
Self wt.  : M     757.2   659.6   497.0   269.2    88.4    79.8     0.0
(Max)       V       7.1    14.2    21.4    28.5    33.1    33.3    35.1
DL-Prec.  : M     118.6   103.3    77.8    42.2    13.8    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.5     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.4   103.6    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    38.8    39.0    41.1
Diaphragm : M       9.0     6.7     4.4     2.1     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     287.4   250.3   188.6   102.2    33.6    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M     158.5   138.1   104.1    56.4    18.5    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.3
LL + I    : M+   1438.0  1261.8   965.0   528.8   174.7   157.7     0.0
            V      43.9    63.3    77.5    91.7   101.2   101.6   105.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.3    65.5    78.3    91.7   101.2   101.6   105.4
            M    1267.2  1161.8   914.1   528.8   179.5   162.2    -0.0
Total     : M+   3655.8  3192.6  2419.0  1316.2   433.3   391.0     0.0
            V      64.9   105.1   140.1   175.0   198.0   199.0   208.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    74.3   107.3   140.9   175.0   198.0   199.0   208.1
            M    3484.9  3092.6  2368.1  1316.2   438.1   395.5    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    99.7   110.5   336.5   621.2   824.5   946.5   987.2
(Max)       V      43.9    41.6    41.3    35.6    26.7    17.8     8.9     0.0
Self wt.  : M       0.0    71.8    79.6   242.3   447.3   593.7   681.5   710.8
(Min)       V      31.6    30.0    29.8    25.6    19.2    12.8     6.4     0.0
DL-Prec.  : M       0.0    15.6    17.3    52.7    97.3   129.1   148.2   154.6
DC(Max)     V       6.9     6.5     6.5     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0    11.2    12.5    37.9    70.0    92.9   106.7   111.3
DC(Min)     V       4.9     4.7     4.7     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
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   116.8   129.5   394.3   727.8   966.0  1108.9  1156.5
Haunch (Max)V      51.4    48.7    48.4    41.7    31.3    20.9    10.4     0.0
Deck +    : M       0.0    84.1    93.2   283.9   524.0   695.5   798.4   832.7
Haunch (Min)V      37.0    35.1    34.9    30.0    22.5    15.0     7.5     0.0
Diaphragm : M       0.0     0.7     0.8     2.6     5.5     8.4    11.2    14.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     1.9     4.0     6.0     8.1    10.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    37.8    41.9   127.7   235.7   312.9   359.2   374.6
DC(Max)     V      16.7    15.8    15.7    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    27.2    30.2    92.0   169.7   225.3   258.6   269.7
DC(Min)     V      12.0    11.4    11.3     9.7     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    25.1    27.8    84.6   156.1   207.2   237.8   248.0
DW(Max)     V      11.0    10.5    10.4     8.9     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    10.9    12.0    36.6    67.6    89.8   103.1   107.5
DW(Min)     V       4.8     4.5     4.5     3.9     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   344.9   382.2  1156.7  2110.9  2760.3  3145.7  3244.2
            V     230.7   222.3   221.4   200.5   169.5   138.4    96.0    20.7
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   230.7   222.3   221.4   200.5   171.3   143.3   116.5    90.9
            M      -0.0   354.8   392.7  1156.7  1999.6  2541.4  2771.9  2712.2
Total     : M+      0.0   640.7   710.0  2155.1  3954.4  5208.3  5957.5  6179.2
            V     360.8   345.7   344.1   306.2   248.8   191.4   122.6    21.0
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   360.8   345.7   344.1   306.2   250.6   196.3   143.2    91.2
            M      -0.0   650.6   720.6  2155.1  3843.2  4989.4  5583.7  5647.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.41   87.67   90.00
Self wt.  : M     946.5   824.5   621.2   336.5   110.5    99.7     0.0
(Max)       V       8.9    17.8    26.7    35.6    41.3    41.6    43.9
Self wt.  : M     681.5   593.7   447.3   242.3    79.6    71.8     0.0
(Min)       V       6.4    12.8    19.2    25.6    29.8    30.0    31.6
DL-Prec.  : M     148.2   129.1    97.3    52.7    17.3    15.6     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.5     6.5     6.9
DL-Prec.  : M     106.7    92.9    70.0    37.9    12.5    11.2     0.0
DC(Min)     V       1.0     2.0     3.0     4.0     4.7     4.7     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
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    1108.9   966.0   727.8   394.3   129.5   116.8     0.0
Haunch (Max)V      10.4    20.9    31.3    41.7    48.4    48.7    51.4
Deck +    : M     798.4   695.5   524.0   283.9    93.2    84.1     0.0
Haunch (Min)V       7.5    15.0    22.5    30.0    34.9    35.1    37.0
Diaphragm : M      11.2     8.4     5.5     2.6     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       8.1     6.0     4.0     1.9     0.6     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     359.2   312.9   235.7   127.7    41.9    37.8     0.0
DC(Max)     V       3.4     6.8    10.1    13.5    15.7    15.8    16.7
DL-Comp   : M     258.6   225.3   169.7    92.0    30.2    27.2     0.0
DC(Min)     V       2.4     4.9     7.3     9.7    11.3    11.4    12.0
DL-Comp   : M     237.8   207.2   156.1    84.6    27.8    25.1     0.0
DW(Max)     V       2.2     4.5     6.7     8.9    10.4    10.5    11.0
DL-Comp   : M     103.1    89.8    67.6    36.6    12.0    10.9     0.0
DW(Min)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.8
LL + I    : M+   3145.7  2760.3  2110.9  1156.7   382.2   344.9     0.0
            V      96.0   138.4   169.5   200.5   221.4   222.3   230.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.5   143.3   171.3   200.5   221.4   222.3   230.7
            M    2771.9  2541.4  1999.6  1156.7   392.7   354.8    -0.0
Total     : M+   5957.5  5208.3  3954.4  2155.1   710.0   640.7     0.0
            V     122.6   191.4   248.8   306.2   344.1   345.7   360.8
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   143.2   196.3   250.6   306.2   344.1   345.7   360.8
            M    5583.7  4989.4  3843.2  2155.1   720.6   650.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.9             43.9
Deck+Haunch            51.4             51.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.9              6.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           55.1             55.1
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    79.8    88.4   269.2   497.0   659.6   757.2   789.7
(Max)       V      35.1    33.3    33.1    28.5    21.4    14.2     7.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    12.5    13.8    42.2    77.8   103.3   118.6   123.6
DC(Max)     V       5.5     5.2     5.2     4.5     3.3     2.2     1.1     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    93.5   103.6   315.4   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    38.8    33.4    25.0    16.7     8.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.1     4.4     6.7     9.0    11.2
(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    30.3    33.6   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    16.7    18.5    56.4   104.1   138.1   158.5   165.4
DW(Max)     V       7.3     7.0     6.9     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   137.2   151.9   454.1   808.6  1052.5  1175.3  1157.6
            V     106.3   102.6   102.2    93.0    79.6    61.0    47.7    24.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   106.3   102.6   102.2    93.0    79.6    66.3    53.0    39.7
            M       0.0   137.2   151.9   454.1   808.6  1022.7  1096.3  1029.5
Total     : M+      0.0   370.5   410.5  1241.5  2262.6  2983.3  3393.0  3472.5
            V     208.9   200.0   199.0   176.3   142.2   102.9    68.8    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   208.9   200.0   199.0   176.3   142.2   108.1    74.0    39.9
            M       0.0   370.5   410.5  1241.5  2262.6  2953.5  3314.0  3344.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.41   87.67   90.00
Self wt.  : M     757.2   659.6   497.0   269.2    88.4    79.8     0.0
(Max)       V       7.1    14.2    21.4    28.5    33.1    33.3    35.1
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     118.6   103.3    77.8    42.2    13.8    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.5     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.4   103.6    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    38.8    39.0    41.1
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       9.0     6.7     4.4     2.1     0.6     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     287.4   250.3   188.6   102.2    33.6    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
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     158.5   138.1   104.1    56.4    18.5    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.3
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+   1175.3  1052.5   808.6   454.1   151.9   137.2     0.0
            V      47.7    61.0    79.6    93.0   102.2   102.6   106.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.0    66.3    79.6    93.0   102.2   102.6   106.3
            M    1096.3  1022.7   808.6   454.1   151.9   137.2     0.0
Total     : M+   3393.0  2983.3  2262.6  1241.5   410.5   370.5     0.0
            V      68.8   102.9   142.2   176.3   199.0   200.0   208.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    74.0   108.1   142.2   176.3   199.0   200.0   208.9
            M    3314.0  2953.5  2262.6  1241.5   410.5   370.5     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.13   18.27   27.40   36.53   45.67   31.97
 
Beam-Self
Precast-top    0.127   0.360   0.637   0.832   0.948   0.988   0.900 
Bottom        -0.103  -0.290  -0.511  -0.664  -0.754  -0.786  -0.717 
 
Prestress
Precast-top   -0.118  -0.264  -0.478  -0.689  -0.793  -0.793  -0.793 
Bottom         2.480   2.593   2.758   2.918   2.997   2.997   2.997 
 
Total
Precast-top    0.009   0.096   0.159   0.143   0.155   0.195   0.107 
Bottom         2.377   2.303   2.247   2.255   2.242   2.211   2.280 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.28 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
 
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   0.014   0.015   0.047   0.086   0.114   0.130   0.136 
Precast-top   -0.013   0.134   0.155   0.572   1.059   1.349   1.542   1.641 
Bottom         0.500   1.983   1.964   1.572   1.113   0.835   0.654   0.566 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.13   18.27   27.40   36.53   45.67   31.97
 
Beam-Self
Precast-top    0.127   0.360   0.637   0.832   0.948   0.988   0.900 
Bottom        -0.103  -0.290  -0.511  -0.664  -0.754  -0.786  -0.717 
 
Prestress
Precast-top   -0.118  -0.264  -0.478  -0.689  -0.793  -0.793  -0.793 
Bottom         2.480   2.593   2.758   2.918   2.997   2.997   2.997 
 
Total
Precast-top    0.009   0.096   0.159   0.143   0.155   0.195   0.107 
Bottom         2.377   2.303   2.247   2.255   2.242   2.211   2.280 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.28 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
 
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    2.59    8.47   17.60   26.73   35.87   45.00
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   0.047   0.053   0.157   0.281   0.365   0.409   0.407 
Precast-top   -0.006   0.096   0.110   0.382   0.701   0.897   1.019   1.065 
Bottom         0.250   0.900   0.881   0.484   0.022  -0.274  -0.443  -0.475 
 

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
    360.8    6.5   58.6    0.634   4.0   6.00e-3 50.0    370.2     1.511    3.017      0.00
      0.0    0.5   58.4     42.0 0.161      26.7 0.87    12.00     0.105    1.548 
Transfer:   3.00
    345.7    6.5   58.6    2.854  18.0   1.43e-3 34.0    296.5     0.696    1.760      0.00
    650.6    2.4   57.4    189.0 0.151      69.7 2.32    12.00     0.105    1.626 
Critical:   5.44
    329.9    6.5   58.6    3.264  18.0   0.08e-3 29.3    212.4     0.416    1.760      0.00
   1255.9    2.8   57.3    189.0 0.144     136.3 4.54    12.00     0.105    1.699 
0.1L    :   9.13
    306.2    6.5   58.6    3.880  18.0   0.08e-3 29.3    186.7     0.367    0.827      0.00
   2155.1    3.3   57.0    189.0 0.134     135.5 4.54    12.00     0.105    1.687 
0.2L    :  18.27
    250.6    6.5   55.5    5.208  18.0   0.73e-3 31.5    173.3     0.397    0.496      0.00
   3843.2    3.6   53.6    189.0 0.115      87.2 3.10    24.00     0.105    1.156 
0.3L    :  27.40
    196.3    6.5   57.7    5.208  18.0   1.79e-3 35.3    140.3     0.356    0.413      0.00
   4989.4    3.6   55.8    189.0 0.085      59.8 2.05    24.00     0.105    1.104 
0.4L    :  36.53
    143.2    6.5   58.7    5.208   0.0   2.26e-3 36.9    106.0     0.280    0.413      0.00
   5583.7    3.6   56.9    189.0 0.066      53.1 1.78    24.00     0.105    1.318 
0.5L    :  45.67
     91.2    6.5   58.7    5.208   0.0   2.00e-3 36.0     44.1     0.113    0.413      0.00
   5647.2    3.6   56.9    189.0 0.042      57.2 1.92    24.00     0.105    2.163 
0.6L    :  54.80
    143.2    6.5   58.7    5.208   0.0   2.26e-3 36.9    106.0     0.280    0.413      0.00
   5583.7    3.6   56.9    189.0 0.066      53.1 1.78    24.00     0.105    1.318 
0.7L    :  63.93
    196.3    6.5   57.7    5.208  18.0   1.79e-3 35.3    140.3     0.356    0.413      0.00
   4989.4    3.6   55.8    189.0 0.085      59.8 2.05    24.00     0.105    1.104 
0.8L    :  73.07
    250.6    6.5   55.5    5.208  18.0   0.73e-3 31.5    173.3     0.397    0.496      0.00
   3843.2    3.6   53.6    189.0 0.115      87.2 3.10    24.00     0.105    1.156 
0.9L    :  82.20
    306.2    6.5   58.6    3.880  18.0   0.08e-3 29.3    186.7     0.367    0.827      0.00
   2155.1    3.3   57.0    189.0 0.134     135.5 4.54    12.00     0.105    1.687 
Critical:  85.89
    329.9    6.5   58.6    3.264  18.0   0.08e-3 29.3    212.4     0.416    1.760      0.00
   1255.9    2.8   57.3    189.0 0.144     136.3 4.54    12.00     0.105    1.699 
Transfer:  88.33
    345.7    6.5   58.6    2.854  18.0   1.43e-3 34.0    296.5     0.696    1.760      0.00
    650.6    2.4   57.4    189.0 0.151      69.7 2.32    12.00     0.105    1.626 
Bearing :  90.67
    360.8    6.5   58.6    0.634   4.0   6.00e-3 50.0    370.2     1.511    3.017      0.00
      0.0    0.5   58.4     42.0 0.161      26.7 0.87    12.00     0.105    1.548 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.04
 
 
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
    360.8      6.87     58.65    0.54       58.38    24.00      0.300      1.539      0.000      3.017 
Transfer:      2.33
    345.7      6.69     58.65    2.41       57.44    24.00      0.300      1.479      0.000      1.760 
Critical:      4.77
    330.0      6.40     58.65    2.75       57.27    24.00      0.300      1.384      0.000      1.760 
0.1L    :      8.47
    306.2      5.97     58.65    3.26       57.02    24.00      0.300      1.239      0.000      0.827 
0.2L    :     17.60
    250.6      5.19     55.46    3.65       53.64    24.00      0.300      0.980      0.000      0.496 
0.3L    :     26.73
    196.3      3.91     57.65    3.65       55.83    24.00      0.300      0.552      0.000      0.413 
0.4L    :     35.87
    143.2      2.79     58.75    3.65       56.93    24.00      0.300      0.181      0.000      0.413 
0.5L    :     45.00
     91.2      1.78     58.75    3.65       56.93    24.00      0.300      0.000      0.000      0.413 
0.6L    :     54.13
    143.2      2.79     58.75    3.65       56.93    24.00      0.300      0.181      0.000      0.413 
0.7L    :     63.27
    196.3      3.91     57.65    3.65       55.83    24.00      0.300      0.552      0.000      0.413 
0.8L    :     72.40
    250.6      5.19     55.46    3.65       53.64    24.00      0.300      0.980      0.000      0.496 
0.9L    :     81.53
    306.2      5.97     58.65    3.26       57.02    24.00      0.300      1.239      0.000      0.827 
Critical:     85.23
    330.0      6.40     58.65    2.75       57.27    24.00      0.300      1.384      0.000      1.760 
Transfer:     87.67
    345.7      6.69     58.65    2.41       57.44    24.00      0.300      1.479      0.000      1.760 
Bearing :     90.00
    360.8      6.87     58.65    0.54       58.38    24.00      0.300      1.539      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.47 ft
Prestress      :       0.729  1.80      1.312  2.20      1.604
Self Wt.       :      -0.277  1.85     -0.512  2.40     -0.665
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.452            0.800            0.939
 
At 0.2 x L = 17.60 ft
Prestress      :       1.314  1.80      2.365  2.20      2.890
Self Wt.       :      -0.521  1.85     -0.963  2.40     -1.250
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.793            1.401            1.640
 
At 0.3 x L = 26.73 ft
Prestress      :       1.736  1.80      3.125  2.20      3.819
Self Wt.       :      -0.708  1.85     -1.310  2.40     -1.699
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.028            1.815            2.120
 
At 0.4 x L = 35.87 ft
Prestress      :       1.992  1.80      3.586  2.20      4.383
Self Wt.       :      -0.826  1.85     -1.528  2.40     -1.982
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.166            2.058            2.401
 
At 0.5 x L = 45.00 ft
Prestress      :       2.081  1.80      3.746  2.20      4.579
Self Wt.       :      -0.867  1.85     -1.604  2.40     -2.081
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.214            2.142            2.497
 
At 0.6 x L = 54.13 ft
Prestress      :       1.992  1.80      3.586  2.20      4.383
Self Wt.       :      -0.826  1.85     -1.528  2.40     -1.982
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.166            2.058            2.401
 
At 0.7 x L = 63.27 ft
Prestress      :       1.736  1.80      3.125  2.20      3.819
Self Wt.       :      -0.708  1.85     -1.310  2.40     -1.699
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.028            1.815            2.120
 
At 0.8 x L = 72.40 ft
Prestress      :       1.314  1.80      2.365  2.20      2.890
Self Wt.       :      -0.521  1.85     -0.963  2.40     -1.250
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.793            1.401            1.640
 
At 0.9 x L = 81.53 ft
Prestress      :       0.729  1.80      1.312  2.20      1.604
Self Wt.       :      -0.277  1.85     -0.512  2.40     -0.665
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.452            0.800            0.939
 

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
   640.7    51.8  3.424  265.9    2.8   2.41   3838.7  0.061T 1.00       -       -     -     -  
H/2     :   2.59
   710.0    51.9  3.477  265.8    2.9   2.45   3899.8  0.060T 1.00       -       -     -     -  
0.1L    :   8.47
  2155.1    53.3  4.655  264.6    3.8   3.26   5300.3  0.044T 1.00       -       -     -     -  
0.2L    :  17.60
  3954.4    55.5  5.208  264.2    4.3   3.65   6149.6  0.039T 1.00    918.1   918.1    6.70    -  
0.3L    :  26.73
  5208.3    57.7  5.208  264.4    4.3   3.65   6405.9  0.039T 1.00    751.9   751.9    8.52    -  
0.4L    :  35.87
  5957.5    58.7  5.208  264.5    4.3   3.65   6534.0  0.039T 1.00    652.8   652.8   10.01    -  
0.5L    :  45.00
  6179.2    58.7  5.208  264.5    4.3   3.65   6534.0  0.039T 1.00    615.7   615.7   10.61    -  
0.6L    :  54.13
  5957.5    58.7  5.208  264.5    4.3   3.65   6534.0  0.039T 1.00    652.8   652.8   10.01    -  
0.7L    :  63.27
  5208.3    57.7  5.208  264.4    4.3   3.65   6405.9  0.039T 1.00    751.9   751.9    8.52    -  
0.8L    :  72.40
  3954.4    55.5  5.208  264.2    4.3   3.65   6149.6  0.039T 1.00    918.1   918.1    6.70    -  
0.9L    :  81.53
  2155.1    53.3  4.655  264.6    3.8   3.26   5300.3  0.044T 1.00       -       -     -     -  
H/2     :  87.41
   710.0    51.9  3.477  265.8    2.9   2.45   3899.8  0.060T 1.00       -       -     -     -  
Transfer:  87.67
   640.7    51.8  3.424  265.9    2.8   2.41   3838.7  0.061T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.044
        M   2.00 Fb     0.163
 
  2   2 E  50.00 Ft     0.341
        M   4.00 Fb     0.121
 
  3   2 E  48.00 Ft     0.621
        M   2.00 Fb     0.093
 
  4   2 E   6.00 Ft     0.573
        M   6.00 Fb     0.331
 
  5   2 E   6.00 Ft     0.524
        M   6.00 Fb     0.569
 
  6   2 E   6.00 Ft     0.475
        M   6.00 Fb     0.807
 
  7   2 E   4.00 Ft     0.409
        M   4.00 Fb     1.059
 
  8   2 E   4.00 Ft     0.343
        M   4.00 Fb     1.312
 
  9   2 E   2.00 Ft     0.260
        M   2.00 Fb     1.578
 
 10   2 E   2.00 Ft     0.176
        M   2.00 Fb     1.844
 
 11   2 E   2.00 Ft     0.092
        M   2.00 Fb     2.111
 
 12   2 E   2.00 Ft     0.009
        M   2.00 Fb     2.377
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 91.33            Release Length, ft: 91.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   4           No. of strands, Straight:  20
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.5 ksi  f'ct   4.0 ksi
Initial losses:  5.94 %               Final losses: 11.29 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       2.377     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.009       Trans
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6533.99     6179.17     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   0.136     Midspan
    Pre.Top:   3.900  -0.000     Bearing    2.925   1.641     Midspan
    Pre.Bot:   3.900  -0.000     Bearing    2.925   1.983    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.484  -0.000     Bearing
    Pre.Bot:  -0.484  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.600   1.065     Midspan
    Pre.Bot:                                                             2.600   0.900    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.081  1.80      3.746  2.20      4.579
Self Wt.       :      -0.867  1.85     -1.604  2.40     -2.081
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.214            2.142            2.497
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTD                              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   90.00
     DC  Line       0.087      0.00       0.087   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.333 ft
Release length = 91.333 ft
Design  length = 90.000 ft
 
Kern points:
------------
Upper    =   40.13 in
Lower    =   11.64 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.763   (Calculated)    
Live Moment (1  lane  loaded)  : 0.531   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.150   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.920   (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                  =        748.8 in2           1496.2 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           713437 in4#
Ht. of c.g.           =        24.64 in             41.45 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        780.0 plf           1693.8 plf   
Mom. of Inertia (Iyy) =      36372.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8520

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59     8.47    17.60    26.73    35.87    45.00
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    754.6    774.9    774.9    774.9    774.9    774.9    774.9    774.9
  Yb      ,  in    24.54    24.16    24.16    24.11    24.04    23.96    23.93    23.93
  MI(Ixx) , in4   286930   290943   290988   292051   293904   295998   297137   297137
Composite: (At Final, using Ec =  5007.5 ksi )
  Area    , in2   1501.6   1520.6   1520.6   1520.6   1520.6   1520.6   1520.6   1520.6
  Yb      ,  in    41.34    40.95    40.95    40.93    40.89    40.86    40.84    40.84
  MI(Ixx) , in4   718451   736546   736639   738791   742327   746093   748063   748063

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.50 ksi           4.00 ksi
  Elasticity         =    5007.55 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.90 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.93 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           =       2.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.48 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 31.97 ft from member end )
END PATTERN (Ycg = 11.17 in):
    10 @  2.000 in     4 @  4.000 in     6 @  6.000 in     2 @ 48.000 in
     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     4 @  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     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.886 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.858 ft
Holddown Force        =  20.258 kips     Beam Shrtng (PL/AE)   =      0.305 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)       
--------------------------------------------------------------------------------------
      2193.831         740 1623.435     17.590 71240.125  1045.103     578.132        
 
 
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       2.75       0.1250      0.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       1.7500      2.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      9.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.4167     15.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.4167     21.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      21.6670     69.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      69.6663     75.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      75.9167     81.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00      81.9167     85.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      85.6663     89.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00      89.1663     89.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50      89.5833     90.7500    Yes
      2      US#6[M19]       60.00        0.88       2.75      90.7500     91.2083    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 91.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.50 in
         P_init    =     1020.9 kips  Ecc = 21.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.64 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.935 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.98 ksi    0.00 ksi
    due to Composite Loads                                 -1.59 ksi    0.00 ksi
    due to Live Loads                                      -5.06 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                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.49 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.64 ksi  ( 5.94 %)            10.50 ksi ( 5.36 %)
Total Prestress Losses                                    22.14 ksi (11.29 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    79.8    88.4   269.2   497.0   659.6   757.2   789.7
(Max)       V      35.1    33.3    33.1    28.5    21.4    14.2     7.1     0.0
DL-Prec.  : M       0.0    12.5    13.8    42.2    77.8   103.3   118.6   123.6
DC(Max)     V       5.5     5.2     5.2     4.5     3.3     2.2     1.1     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    93.5   103.6   315.4   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    38.8    33.4    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.6     0.6     2.1     4.4     6.7     9.0    11.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    30.3    33.6   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    18.5    56.4   104.1   138.1   158.5   165.4
DW(Max)     V       7.3     7.0     6.9     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   197.1   218.4   661.0  1206.2  1577.3  1797.5  1853.8
            V     131.8   127.1   126.5   114.6    96.8    79.1    54.8    11.8
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   131.8   127.1   126.5   114.6    97.9    81.9    66.6    51.9
            M      -0.0   202.8   224.4   661.0  1142.6  1452.2  1584.0  1549.8
Total     : M+      0.0   430.4   477.0  1448.4  2660.2  3508.1  4015.3  4168.7
            V     234.4   224.4   223.3   197.9   159.4   120.9    75.9    12.1
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   234.4   224.4   223.3   197.9   160.5   123.7    87.6    52.2
            M      -0.0   436.1   483.0  1448.4  2596.7  3383.0  3801.7  3864.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.41   87.67   90.00
Self wt.  : M     757.2   659.6   497.0   269.2    88.4    79.8     0.0
(Max)       V       7.1    14.2    21.4    28.5    33.1    33.3    35.1
DL-Prec.  : M     118.6   103.3    77.8    42.2    13.8    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.5     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.4   103.6    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    38.8    39.0    41.1
Diaphragm : M       9.0     6.7     4.4     2.1     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     287.4   250.3   188.6   102.2    33.6    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M     158.5   138.1   104.1    56.4    18.5    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.3
LL + I    : M+   1797.5  1577.3  1206.2   661.0   218.4   197.1     0.0
            V      54.8    79.1    96.8   114.6   126.5   127.1   131.8
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    66.6    81.9    97.9   114.6   126.5   127.1   131.8
            M    1584.0  1452.2  1142.6   661.0   224.4   202.8    -0.0
Total     : M+   4015.3  3508.1  2660.2  1448.4   477.0   430.4     0.0
            V      75.9   120.9   159.4   197.9   223.3   224.4   234.4
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    87.6   123.7   160.5   197.9   223.3   224.4   234.4
            M    3801.7  3383.0  2596.7  1448.4   483.0   436.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               35.1             35.1
Deck+Haunch            41.1             41.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.5              5.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           36.7             36.7
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    79.8    88.4   269.2   497.0   659.6   757.2   789.7
(Max)       V      35.1    33.3    33.1    28.5    21.4    14.2     7.1     0.0
DL-Prec.  : M       0.0    12.5    13.8    42.2    77.8   103.3   118.6   123.6
DC(Max)     V       5.5     5.2     5.2     4.5     3.3     2.2     1.1     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    93.5   103.6   315.4   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    38.8    33.4    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.6     0.6     2.1     4.4     6.7     9.0    11.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    30.3    33.6   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    18.5    56.4   104.1   138.1   158.5   165.4
DW(Max)     V       7.3     7.0     6.9     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   157.7   174.7   528.8   965.0  1261.9  1438.0  1483.0
            V     105.4   101.6   101.2    91.7    77.5    63.3    43.9     9.5
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   105.4   101.6   101.2    91.7    78.3    65.5    53.3    41.5
            M      -0.0   162.2   179.5   528.8   914.1  1161.8  1267.2  1239.9
Total     : M+      0.0   391.0   433.3  1316.2  2419.0  3192.6  3655.8  3798.0
            V     208.1   199.0   198.0   175.0   140.1   105.1    64.9     9.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   208.1   199.0   198.0   175.0   140.9   107.3    74.3    41.8
            M      -0.0   395.5   438.1  1316.2  2368.1  3092.6  3484.9  3554.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.41   87.67   90.00
Self wt.  : M     757.2   659.6   497.0   269.2    88.4    79.8     0.0
(Max)       V       7.1    14.2    21.4    28.5    33.1    33.3    35.1
DL-Prec.  : M     118.6   103.3    77.8    42.2    13.8    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.5     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.4   103.6    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    38.8    39.0    41.1
Diaphragm : M       9.0     6.7     4.4     2.1     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     287.4   250.3   188.6   102.2    33.6    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M     158.5   138.1   104.1    56.4    18.5    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.3
LL + I    : M+   1438.0  1261.8   965.0   528.8   174.7   157.7     0.0
            V      43.9    63.3    77.5    91.7   101.2   101.6   105.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.3    65.5    78.3    91.7   101.2   101.6   105.4
            M    1267.2  1161.8   914.1   528.8   179.5   162.2    -0.0
Total     : M+   3655.8  3192.6  2419.0  1316.2   433.3   391.0     0.0
            V      64.9   105.1   140.1   175.0   198.0   199.0   208.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    74.3   107.3   140.9   175.0   198.0   199.0   208.1
            M    3484.9  3092.6  2368.1  1316.2   438.1   395.5    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    99.7   110.5   336.5   621.2   824.5   946.5   987.2
(Max)       V      43.9    41.6    41.3    35.6    26.7    17.8     8.9     0.0
Self wt.  : M       0.0    71.8    79.6   242.3   447.3   593.7   681.5   710.8
(Min)       V      31.6    30.0    29.8    25.6    19.2    12.8     6.4     0.0
DL-Prec.  : M       0.0    15.6    17.3    52.7    97.3   129.1   148.2   154.6
DC(Max)     V       6.9     6.5     6.5     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0    11.2    12.5    37.9    70.0    92.9   106.7   111.3
DC(Min)     V       4.9     4.7     4.7     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
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   116.8   129.5   394.3   727.8   966.0  1108.9  1156.5
Haunch (Max)V      51.4    48.7    48.4    41.7    31.3    20.9    10.4     0.0
Deck +    : M       0.0    84.1    93.2   283.9   524.0   695.5   798.4   832.7
Haunch (Min)V      37.0    35.1    34.9    30.0    22.5    15.0     7.5     0.0
Diaphragm : M       0.0     0.7     0.8     2.6     5.5     8.4    11.2    14.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     1.9     4.0     6.0     8.1    10.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    37.8    41.9   127.7   235.7   312.9   359.2   374.6
DC(Max)     V      16.7    15.8    15.7    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    27.2    30.2    92.0   169.7   225.3   258.6   269.7
DC(Min)     V      12.0    11.4    11.3     9.7     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    25.1    27.8    84.6   156.1   207.2   237.8   248.0
DW(Max)     V      11.0    10.5    10.4     8.9     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    10.9    12.0    36.6    67.6    89.8   103.1   107.5
DW(Min)     V       4.8     4.5     4.5     3.9     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   344.9   382.2  1156.7  2110.9  2760.3  3145.7  3244.2
            V     230.7   222.3   221.4   200.5   169.5   138.4    96.0    20.7
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   230.7   222.3   221.4   200.5   171.3   143.3   116.5    90.9
            M      -0.0   354.8   392.7  1156.7  1999.6  2541.4  2771.9  2712.2
Total     : M+      0.0   640.7   710.0  2155.1  3954.4  5208.3  5957.5  6179.2
            V     360.8   345.7   344.1   306.2   248.8   191.4   122.6    21.0
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   360.8   345.7   344.1   306.2   250.6   196.3   143.2    91.2
            M      -0.0   650.6   720.6  2155.1  3843.2  4989.4  5583.7  5647.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.41   87.67   90.00
Self wt.  : M     946.5   824.5   621.2   336.5   110.5    99.7     0.0
(Max)       V       8.9    17.8    26.7    35.6    41.3    41.6    43.9
Self wt.  : M     681.5   593.7   447.3   242.3    79.6    71.8     0.0
(Min)       V       6.4    12.8    19.2    25.6    29.8    30.0    31.6
DL-Prec.  : M     148.2   129.1    97.3    52.7    17.3    15.6     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.5     6.5     6.9
DL-Prec.  : M     106.7    92.9    70.0    37.9    12.5    11.2     0.0
DC(Min)     V       1.0     2.0     3.0     4.0     4.7     4.7     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
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    1108.9   966.0   727.8   394.3   129.5   116.8     0.0
Haunch (Max)V      10.4    20.9    31.3    41.7    48.4    48.7    51.4
Deck +    : M     798.4   695.5   524.0   283.9    93.2    84.1     0.0
Haunch (Min)V       7.5    15.0    22.5    30.0    34.9    35.1    37.0
Diaphragm : M      11.2     8.4     5.5     2.6     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       8.1     6.0     4.0     1.9     0.6     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     359.2   312.9   235.7   127.7    41.9    37.8     0.0
DC(Max)     V       3.4     6.8    10.1    13.5    15.7    15.8    16.7
DL-Comp   : M     258.6   225.3   169.7    92.0    30.2    27.2     0.0
DC(Min)     V       2.4     4.9     7.3     9.7    11.3    11.4    12.0
DL-Comp   : M     237.8   207.2   156.1    84.6    27.8    25.1     0.0
DW(Max)     V       2.2     4.5     6.7     8.9    10.4    10.5    11.0
DL-Comp   : M     103.1    89.8    67.6    36.6    12.0    10.9     0.0
DW(Min)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.8
LL + I    : M+   3145.7  2760.3  2110.9  1156.7   382.2   344.9     0.0
            V      96.0   138.4   169.5   200.5   221.4   222.3   230.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.5   143.3   171.3   200.5   221.4   222.3   230.7
            M    2771.9  2541.4  1999.6  1156.7   392.7   354.8    -0.0
Total     : M+   5957.5  5208.3  3954.4  2155.1   710.0   640.7     0.0
            V     122.6   191.4   248.8   306.2   344.1   345.7   360.8
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   143.2   196.3   250.6   306.2   344.1   345.7   360.8
            M    5583.7  4989.4  3843.2  2155.1   720.6   650.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.9             43.9
Deck+Haunch            51.4             51.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.9              6.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           55.1             55.1
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    79.8    88.4   269.2   497.0   659.6   757.2   789.7
(Max)       V      35.1    33.3    33.1    28.5    21.4    14.2     7.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    12.5    13.8    42.2    77.8   103.3   118.6   123.6
DC(Max)     V       5.5     5.2     5.2     4.5     3.3     2.2     1.1     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    93.5   103.6   315.4   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    38.8    33.4    25.0    16.7     8.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.1     4.4     6.7     9.0    11.2
(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    30.3    33.6   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    16.7    18.5    56.4   104.1   138.1   158.5   165.4
DW(Max)     V       7.3     7.0     6.9     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   137.2   151.9   454.1   808.6  1052.5  1175.3  1157.6
            V     106.3   102.6   102.2    93.0    79.6    61.0    47.7    24.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   106.3   102.6   102.2    93.0    79.6    66.3    53.0    39.7
            M       0.0   137.2   151.9   454.1   808.6  1022.7  1096.3  1029.5
Total     : M+      0.0   370.5   410.5  1241.5  2262.6  2983.3  3393.0  3472.5
            V     208.9   200.0   199.0   176.3   142.2   102.9    68.8    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   208.9   200.0   199.0   176.3   142.2   108.1    74.0    39.9
            M       0.0   370.5   410.5  1241.5  2262.6  2953.5  3314.0  3344.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.41   87.67   90.00
Self wt.  : M     757.2   659.6   497.0   269.2    88.4    79.8     0.0
(Max)       V       7.1    14.2    21.4    28.5    33.1    33.3    35.1
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     118.6   103.3    77.8    42.2    13.8    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.5     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.4   103.6    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    38.8    39.0    41.1
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       9.0     6.7     4.4     2.1     0.6     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     287.4   250.3   188.6   102.2    33.6    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
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     158.5   138.1   104.1    56.4    18.5    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.3
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+   1175.3  1052.5   808.6   454.1   151.9   137.2     0.0
            V      47.7    61.0    79.6    93.0   102.2   102.6   106.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.0    66.3    79.6    93.0   102.2   102.6   106.3
            M    1096.3  1022.7   808.6   454.1   151.9   137.2     0.0
Total     : M+   3393.0  2983.3  2262.6  1241.5   410.5   370.5     0.0
            V      68.8   102.9   142.2   176.3   199.0   200.0   208.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    74.0   108.1   142.2   176.3   199.0   200.0   208.9
            M    3314.0  2953.5  2262.6  1241.5   410.5   370.5     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.13   18.27   27.40   36.53   45.67   31.97
 
Beam-Self
Precast-top    0.127   0.360   0.637   0.832   0.948   0.988   0.900 
Bottom        -0.103  -0.290  -0.511  -0.664  -0.754  -0.786  -0.717 
 
Prestress
Precast-top   -0.118  -0.264  -0.478  -0.689  -0.793  -0.793  -0.793 
Bottom         2.480   2.593   2.758   2.918   2.997   2.997   2.997 
 
Total
Precast-top    0.009   0.096   0.159   0.143   0.155   0.195   0.107 
Bottom         2.377   2.303   2.247   2.255   2.242   2.211   2.280 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.28 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
 
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   0.014   0.015   0.047   0.086   0.114   0.130   0.136 
Precast-top   -0.013   0.134   0.155   0.572   1.059   1.349   1.542   1.641 
Bottom         0.500   1.983   1.964   1.572   1.113   0.835   0.654   0.566 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.13   18.27   27.40   36.53   45.67   31.97
 
Beam-Self
Precast-top    0.127   0.360   0.637   0.832   0.948   0.988   0.900 
Bottom        -0.103  -0.290  -0.511  -0.664  -0.754  -0.786  -0.717 
 
Prestress
Precast-top   -0.118  -0.264  -0.478  -0.689  -0.793  -0.793  -0.793 
Bottom         2.480   2.593   2.758   2.918   2.997   2.997   2.997 
 
Total
Precast-top    0.009   0.096   0.159   0.143   0.155   0.195   0.107 
Bottom         2.377   2.303   2.247   2.255   2.242   2.211   2.280 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.28 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
 
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    2.59    8.47   17.60   26.73   35.87   45.00
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   0.047   0.053   0.157   0.281   0.365   0.409   0.407 
Precast-top   -0.006   0.096   0.110   0.382   0.701   0.897   1.019   1.065 
Bottom         0.250   0.900   0.881   0.484   0.022  -0.274  -0.443  -0.475 
 

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
    360.8    6.5   58.6    0.634   4.0   6.00e-3 50.0    370.2     1.511    3.017      0.00
      0.0    0.5   58.4     42.0 0.161      26.7 0.87    12.00     0.105    1.548 
Transfer:   3.00
    345.7    6.5   58.6    2.854  18.0   1.43e-3 34.0    296.5     0.696    1.760      0.00
    650.6    2.4   57.4    189.0 0.151      69.7 2.32    12.00     0.105    1.626 
Critical:   5.44
    329.9    6.5   58.6    3.264  18.0   0.08e-3 29.3    212.4     0.416    1.760      0.00
   1255.9    2.8   57.3    189.0 0.144     136.3 4.54    12.00     0.105    1.699 
0.1L    :   9.13
    306.2    6.5   58.6    3.880  18.0   0.08e-3 29.3    186.7     0.367    0.827      0.00
   2155.1    3.3   57.0    189.0 0.134     135.5 4.54    12.00     0.105    1.687 
0.2L    :  18.27
    250.6    6.5   55.5    5.208  18.0   0.73e-3 31.5    173.3     0.397    0.496      0.00
   3843.2    3.6   53.6    189.0 0.115      87.2 3.10    24.00     0.105    1.156 
0.3L    :  27.40
    196.3    6.5   57.7    5.208  18.0   1.79e-3 35.3    140.3     0.356    0.413      0.00
   4989.4    3.6   55.8    189.0 0.085      59.8 2.05    24.00     0.105    1.104 
0.4L    :  36.53
    143.2    6.5   58.7    5.208   0.0   2.26e-3 36.9    106.0     0.280    0.413      0.00
   5583.7    3.6   56.9    189.0 0.066      53.1 1.78    24.00     0.105    1.318 
0.5L    :  45.67
     91.2    6.5   58.7    5.208   0.0   2.00e-3 36.0     44.1     0.113    0.413      0.00
   5647.2    3.6   56.9    189.0 0.042      57.2 1.92    24.00     0.105    2.163 
0.6L    :  54.80
    143.2    6.5   58.7    5.208   0.0   2.26e-3 36.9    106.0     0.280    0.413      0.00
   5583.7    3.6   56.9    189.0 0.066      53.1 1.78    24.00     0.105    1.318 
0.7L    :  63.93
    196.3    6.5   57.7    5.208  18.0   1.79e-3 35.3    140.3     0.356    0.413      0.00
   4989.4    3.6   55.8    189.0 0.085      59.8 2.05    24.00     0.105    1.104 
0.8L    :  73.07
    250.6    6.5   55.5    5.208  18.0   0.73e-3 31.5    173.3     0.397    0.496      0.00
   3843.2    3.6   53.6    189.0 0.115      87.2 3.10    24.00     0.105    1.156 
0.9L    :  82.20
    306.2    6.5   58.6    3.880  18.0   0.08e-3 29.3    186.7     0.367    0.827      0.00
   2155.1    3.3   57.0    189.0 0.134     135.5 4.54    12.00     0.105    1.687 
Critical:  85.89
    329.9    6.5   58.6    3.264  18.0   0.08e-3 29.3    212.4     0.416    1.760      0.00
   1255.9    2.8   57.3    189.0 0.144     136.3 4.54    12.00     0.105    1.699 
Transfer:  88.33
    345.7    6.5   58.6    2.854  18.0   1.43e-3 34.0    296.5     0.696    1.760      0.00
    650.6    2.4   57.4    189.0 0.151      69.7 2.32    12.00     0.105    1.626 
Bearing :  90.67
    360.8    6.5   58.6    0.634   4.0   6.00e-3 50.0    370.2     1.511    3.017      0.00
      0.0    0.5   58.4     42.0 0.161      26.7 0.87    12.00     0.105    1.548 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.04
 
 
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
    360.8      6.87     58.65    0.54       58.38    24.00      0.300      1.539      0.000      3.017 
Transfer:      2.33
    345.7      6.69     58.65    2.41       57.44    24.00      0.300      1.479      0.000      1.760 
Critical:      4.77
    330.0      6.40     58.65    2.75       57.27    24.00      0.300      1.384      0.000      1.760 
0.1L    :      8.47
    306.2      5.97     58.65    3.26       57.02    24.00      0.300      1.239      0.000      0.827 
0.2L    :     17.60
    250.6      5.19     55.46    3.65       53.64    24.00      0.300      0.980      0.000      0.496 
0.3L    :     26.73
    196.3      3.91     57.65    3.65       55.83    24.00      0.300      0.552      0.000      0.413 
0.4L    :     35.87
    143.2      2.79     58.75    3.65       56.93    24.00      0.300      0.181      0.000      0.413 
0.5L    :     45.00
     91.2      1.78     58.75    3.65       56.93    24.00      0.300      0.000      0.000      0.413 
0.6L    :     54.13
    143.2      2.79     58.75    3.65       56.93    24.00      0.300      0.181      0.000      0.413 
0.7L    :     63.27
    196.3      3.91     57.65    3.65       55.83    24.00      0.300      0.552      0.000      0.413 
0.8L    :     72.40
    250.6      5.19     55.46    3.65       53.64    24.00      0.300      0.980      0.000      0.496 
0.9L    :     81.53
    306.2      5.97     58.65    3.26       57.02    24.00      0.300      1.239      0.000      0.827 
Critical:     85.23
    330.0      6.40     58.65    2.75       57.27    24.00      0.300      1.384      0.000      1.760 
Transfer:     87.67
    345.7      6.69     58.65    2.41       57.44    24.00      0.300      1.479      0.000      1.760 
Bearing :     90.00
    360.8      6.87     58.65    0.54       58.38    24.00      0.300      1.539      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.47 ft
Prestress      :       0.729  1.80      1.312  2.20      1.604
Self Wt.       :      -0.277  1.85     -0.512  2.40     -0.665
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.452            0.800            0.939
 
At 0.2 x L = 17.60 ft
Prestress      :       1.314  1.80      2.365  2.20      2.890
Self Wt.       :      -0.521  1.85     -0.963  2.40     -1.250
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.793            1.401            1.640
 
At 0.3 x L = 26.73 ft
Prestress      :       1.736  1.80      3.125  2.20      3.819
Self Wt.       :      -0.708  1.85     -1.310  2.40     -1.699
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.028            1.815            2.120
 
At 0.4 x L = 35.87 ft
Prestress      :       1.992  1.80      3.586  2.20      4.383
Self Wt.       :      -0.826  1.85     -1.528  2.40     -1.982
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.166            2.058            2.401
 
At 0.5 x L = 45.00 ft
Prestress      :       2.081  1.80      3.746  2.20      4.579
Self Wt.       :      -0.867  1.85     -1.604  2.40     -2.081
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.214            2.142            2.497
 
At 0.6 x L = 54.13 ft
Prestress      :       1.992  1.80      3.586  2.20      4.383
Self Wt.       :      -0.826  1.85     -1.528  2.40     -1.982
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.166            2.058            2.401
 
At 0.7 x L = 63.27 ft
Prestress      :       1.736  1.80      3.125  2.20      3.819
Self Wt.       :      -0.708  1.85     -1.310  2.40     -1.699
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.028            1.815            2.120
 
At 0.8 x L = 72.40 ft
Prestress      :       1.314  1.80      2.365  2.20      2.890
Self Wt.       :      -0.521  1.85     -0.963  2.40     -1.250
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.793            1.401            1.640
 
At 0.9 x L = 81.53 ft
Prestress      :       0.729  1.80      1.312  2.20      1.604
Self Wt.       :      -0.277  1.85     -0.512  2.40     -0.665
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.452            0.800            0.939
 

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
   640.7    51.8  3.424  265.9    2.8   2.41   3838.7  0.061T 1.00       -       -     -     -  
H/2     :   2.59
   710.0    51.9  3.477  265.8    2.9   2.45   3899.8  0.060T 1.00       -       -     -     -  
0.1L    :   8.47
  2155.1    53.3  4.655  264.6    3.8   3.26   5300.3  0.044T 1.00       -       -     -     -  
0.2L    :  17.60
  3954.4    55.5  5.208  264.2    4.3   3.65   6149.6  0.039T 1.00    918.1   918.1    6.70    -  
0.3L    :  26.73
  5208.3    57.7  5.208  264.4    4.3   3.65   6405.9  0.039T 1.00    751.9   751.9    8.52    -  
0.4L    :  35.87
  5957.5    58.7  5.208  264.5    4.3   3.65   6534.0  0.039T 1.00    652.8   652.8   10.01    -  
0.5L    :  45.00
  6179.2    58.7  5.208  264.5    4.3   3.65   6534.0  0.039T 1.00    615.7   615.7   10.61    -  
0.6L    :  54.13
  5957.5    58.7  5.208  264.5    4.3   3.65   6534.0  0.039T 1.00    652.8   652.8   10.01    -  
0.7L    :  63.27
  5208.3    57.7  5.208  264.4    4.3   3.65   6405.9  0.039T 1.00    751.9   751.9    8.52    -  
0.8L    :  72.40
  3954.4    55.5  5.208  264.2    4.3   3.65   6149.6  0.039T 1.00    918.1   918.1    6.70    -  
0.9L    :  81.53
  2155.1    53.3  4.655  264.6    3.8   3.26   5300.3  0.044T 1.00       -       -     -     -  
H/2     :  87.41
   710.0    51.9  3.477  265.8    2.9   2.45   3899.8  0.060T 1.00       -       -     -     -  
Transfer:  87.67
   640.7    51.8  3.424  265.9    2.8   2.41   3838.7  0.061T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.044
        M   2.00 Fb     0.163
 
  2   2 E  50.00 Ft     0.341
        M   4.00 Fb     0.121
 
  3   2 E  48.00 Ft     0.621
        M   2.00 Fb     0.093
 
  4   2 E   6.00 Ft     0.573
        M   6.00 Fb     0.331
 
  5   2 E   6.00 Ft     0.524
        M   6.00 Fb     0.569
 
  6   2 E   6.00 Ft     0.475
        M   6.00 Fb     0.807
 
  7   2 E   4.00 Ft     0.409
        M   4.00 Fb     1.059
 
  8   2 E   4.00 Ft     0.343
        M   4.00 Fb     1.312
 
  9   2 E   2.00 Ft     0.260
        M   2.00 Fb     1.578
 
 10   2 E   2.00 Ft     0.176
        M   2.00 Fb     1.844
 
 11   2 E   2.00 Ft     0.092
        M   2.00 Fb     2.111
 
 12   2 E   2.00 Ft     0.009
        M   2.00 Fb     2.377
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 91.33            Release Length, ft: 91.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   4           No. of strands, Straight:  20
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.5 ksi  f'ct   4.0 ksi
Initial losses:  5.94 %               Final losses: 11.29 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       2.377     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.009       Trans
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6533.99     6179.17     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   0.136     Midspan
    Pre.Top:   3.900  -0.000     Bearing    2.925   1.641     Midspan
    Pre.Bot:   3.900  -0.000     Bearing    2.925   1.983    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.484  -0.000     Bearing
    Pre.Bot:  -0.484  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.600   1.065     Midspan
    Pre.Bot:                                                             2.600   0.900    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.081  1.80      3.746  2.20      4.579
Self Wt.       :      -0.867  1.85     -1.604  2.40     -2.081
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.214            2.142            2.497
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTD                              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   90.00
     DC  Line       0.076      0.00       0.076   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.333 ft
Release length = 91.333 ft
Design  length = 90.000 ft
 
Kern points:
------------
Upper    =   40.13 in
Lower    =   11.64 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.747   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.914   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.007   (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                  =        748.8 in2           1407.0 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           685845 in4#
Ht. of c.g.           =        24.64 in             40.38 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        780.0 plf           1584.8 plf   
Mom. of Inertia (Iyy) =      36372.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8520

NOTE: Poisson's ratio may be assumed as 0.2 for lightweight concrete with specified compressive strengths
up to  10.0 ksi and for normal weight concrete with specified compressive strengths up to 15.0 ksi.

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59     8.47    17.60    26.73    35.87    45.00
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    754.6    774.9    774.9    774.9    774.9    774.9    774.9    774.9
  Yb      ,  in    24.54    24.16    24.16    24.11    24.04    23.96    23.93    23.93
  MI(Ixx) , in4   286930   290943   290988   292051   293904   295998   297137   297137
Composite: (At Final, using Ec =  5007.5 ksi )
  Area    , in2   1412.5   1431.5   1431.5   1431.5   1431.5   1431.5   1431.5   1431.5
  Yb      ,  in    40.27    39.87    39.87    39.84    39.81    39.77    39.75    39.75
  MI(Ixx) , in4   690511   707361   707451   709528   712947   716597   718508   718508

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.50 ksi           4.00 ksi
  Elasticity         =    5007.55 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.90 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.93 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           =       2.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.48 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 31.97 ft from member end )
END PATTERN (Ycg = 11.17 in):
    10 @  2.000 in     4 @  4.000 in     6 @  6.000 in     2 @ 48.000 in
     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     4 @  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     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.827 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.783 ft
Holddown Force        =  20.258 kips     Beam Shrtng (PL/AE)   =      0.305 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)       
--------------------------------------------------------------------------------------
      2193.831         740 1623.435     17.590 71240.125  1045.103     578.132        
 
 
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       2.75       0.1250      0.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       1.7500      2.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      9.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.4167     15.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.4167     21.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      21.6670     69.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      69.6663     75.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      75.9167     81.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00      81.9167     85.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      85.6663     89.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00      89.1663     89.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50      89.5833     90.7500    Yes
      2      US#6[M19]       60.00        0.88       2.75      90.7500     91.2083    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 91.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.50 in
         P_init    =     1020.9 kips  Ecc = 21.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.64 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.935 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.38 ksi    0.00 ksi
    due to Composite Loads                                 -1.60 ksi    0.00 ksi
    due to Live Loads                                      -5.36 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                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.49 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.64 ksi  ( 5.94 %)            10.77 ksi ( 5.50 %)
Total Prestress Losses                                    22.41 ksi (11.43 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    79.8    88.4   269.2   497.0   659.6   757.2   789.7
(Max)       V      35.1    33.3    33.1    28.5    21.4    14.2     7.1     0.0
DL-Prec.  : M       0.0    11.4    12.6    38.5    71.1    94.4   108.3   113.0
DC(Max)     V       5.0     4.8     4.7     4.1     3.1     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    82.3    91.2   277.8   512.8   680.6   781.3   814.9
Haunch (Max)V      36.2    34.3    34.1    29.4    22.1    14.7     7.4     0.0
Diaphragm : M       0.0     0.3     0.3     1.1     2.2     3.3     4.5     5.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.3    33.6   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    18.5    56.4   104.1   138.1   158.5   165.4
DW(Max)     V       7.3     7.0     6.9     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   206.7   229.1   693.2  1265.1  1654.3  1885.2  1944.3
            V     115.4   111.2   110.8   100.3    84.8    69.3    48.0    10.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   115.4   111.2   110.8   100.3    85.7    71.7    58.3    45.5
            M      -0.0   212.7   235.4   693.2  1198.4  1523.1  1661.2  1625.5
Total     : M+      0.0   427.5   473.7  1438.4  2640.7  3480.6  3982.5  4132.5
            V     212.5   203.3   202.3   179.2   144.0   108.8    67.8    10.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   212.5   203.3   202.3   179.2   144.9   111.2    78.1    45.6
            M      -0.0   433.4   480.1  1438.4  2574.1  3349.4  3758.5  3813.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.41   87.67   90.00
Self wt.  : M     757.2   659.6   497.0   269.2    88.4    79.8     0.0
(Max)       V       7.1    14.2    21.4    28.5    33.1    33.3    35.1
DL-Prec.  : M     108.3    94.4    71.1    38.5    12.6    11.4     0.0
DC(Max)     V       1.0     2.0     3.1     4.1     4.7     4.8     5.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     781.3   680.6   512.8   277.8    91.2    82.3     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    34.1    34.3    36.2
Diaphragm : M       4.5     3.3     2.2     1.1     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     287.4   250.3   188.6   102.2    33.6    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M     158.5   138.1   104.1    56.4    18.5    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.3
LL + I    : M+   1885.2  1654.3  1265.1   693.2   229.1   206.7     0.0
            V      48.0    69.3    84.8   100.3   110.8   111.2   115.4
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    58.3    71.7    85.7   100.3   110.8   111.2   115.4
            M    1661.2  1523.1  1198.4   693.2   235.4   212.7    -0.0
Total     : M+   3982.5  3480.6  2640.7  1438.4   473.7   427.5     0.0
            V      67.8   108.8   144.0   179.2   202.3   203.3   212.5
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    78.1   111.2   144.9   179.2   202.3   203.3   212.5
            M    3758.5  3349.4  2574.1  1438.4   480.1   433.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               35.1             35.1
Deck+Haunch            36.2             36.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.0              5.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           36.7             36.7
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    79.8    88.4   269.2   497.0   659.6   757.2   789.7
(Max)       V      35.1    33.3    33.1    28.5    21.4    14.2     7.1     0.0
DL-Prec.  : M       0.0    11.4    12.6    38.5    71.1    94.4   108.3   113.0
DC(Max)     V       5.0     4.8     4.7     4.1     3.1     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    82.3    91.2   277.8   512.8   680.6   781.3   814.9
Haunch (Max)V      36.2    34.3    34.1    29.4    22.1    14.7     7.4     0.0
Diaphragm : M       0.0     0.3     0.3     1.1     2.2     3.3     4.5     5.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.3    33.6   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    18.5    56.4   104.1   138.1   158.5   165.4
DW(Max)     V       7.3     7.0     6.9     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   165.4   183.2   554.6  1012.1  1323.4  1508.2  1555.4
            V      92.3    89.0    88.6    80.2    67.8    55.4    38.4     8.3
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    92.3    89.0    88.6    80.2    68.5    57.4    46.6    36.4
            M      -0.0   170.1   188.3   554.6   958.7  1218.5  1329.0  1300.4
Total     : M+      0.0   386.2   427.9  1299.7  2387.7  3149.8  3605.4  3743.7
            V     189.5   181.1   180.2   159.1   127.0    94.9    58.2     8.4
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   189.5   181.1   180.2   159.1   127.7    96.9    66.4    36.5
            M      -0.0   390.9   433.0  1299.7  2334.4  3044.8  3426.2  3488.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.41   87.67   90.00
Self wt.  : M     757.2   659.6   497.0   269.2    88.4    79.8     0.0
(Max)       V       7.1    14.2    21.4    28.5    33.1    33.3    35.1
DL-Prec.  : M     108.3    94.4    71.1    38.5    12.6    11.4     0.0
DC(Max)     V       1.0     2.0     3.1     4.1     4.7     4.8     5.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     781.3   680.6   512.8   277.8    91.2    82.3     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    34.1    34.3    36.2
Diaphragm : M       4.5     3.3     2.2     1.1     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     287.4   250.3   188.6   102.2    33.6    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
DL-Comp   : M     158.5   138.1   104.1    56.4    18.5    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.3
LL + I    : M+   1508.2  1323.4  1012.1   554.6   183.2   165.4     0.0
            V      38.4    55.4    67.8    80.2    88.6    89.0    92.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    46.6    57.4    68.5    80.2    88.6    89.0    92.3
            M    1329.0  1218.5   958.7   554.6   188.3   170.1    -0.0
Total     : M+   3605.4  3149.8  2387.7  1299.7   427.9   386.2     0.0
            V      58.2    94.9   127.0   159.1   180.2   181.1   189.5
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    66.4    96.9   127.7   159.1   180.2   181.1   189.5
            M    3426.2  3044.8  2334.4  1299.7   433.0   390.9    -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    2.59    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    99.7   110.5   336.5   621.2   824.5   946.5   987.2
(Max)       V      43.9    41.6    41.3    35.6    26.7    17.8     8.9     0.0
Self wt.  : M       0.0    71.8    79.6   242.3   447.3   593.7   681.5   710.8
(Min)       V      31.6    30.0    29.8    25.6    19.2    12.8     6.4     0.0
DL-Prec.  : M       0.0    14.3    15.8    48.1    88.9   117.9   135.4   141.2
DC(Max)     V       6.3     6.0     5.9     5.1     3.8     2.5     1.3     0.0
DL-Prec.  : M       0.0    10.3    11.4    34.7    64.0    84.9    97.5   101.7
DC(Min)     V       4.5     4.3     4.3     3.7     2.8     1.8     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   102.9   114.0   347.2   641.0   850.8   976.6  1018.6
Haunch (Max)V      45.3    42.9    42.7    36.8    27.6    18.4     9.2     0.0
Deck +    : M       0.0    74.1    82.1   250.0   461.5   612.5   703.2   733.4
Haunch (Min)V      32.6    30.9    30.7    26.5    19.8    13.2     6.6     0.0
Diaphragm : M       0.0     0.4     0.4     1.3     2.8     4.2     5.6     7.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.0     2.0     3.0     4.0     5.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.8    41.9   127.7   235.7   312.9   359.2   374.6
DC(Max)     V      16.7    15.8    15.7    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    27.2    30.2    92.0   169.7   225.3   258.6   269.7
DC(Min)     V      12.0    11.4    11.3     9.7     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    25.1    27.8    84.6   156.1   207.2   237.8   248.0
DW(Max)     V      11.0    10.5    10.4     8.9     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    10.9    12.0    36.6    67.6    89.8   103.1   107.5
DW(Min)     V       4.8     4.5     4.5     3.9     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   361.8   400.8  1213.2  2213.9  2895.0  3299.2  3402.5
            V     202.0   194.7   193.9   175.5   148.4   121.2    84.0    18.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   202.0   194.7   193.9   175.5   149.9   125.5   102.0    79.5
            M      -0.0   372.2   411.9  1213.2  2097.2  2665.4  2907.2  2844.6
Total     : M+      0.0   641.9   711.3  2158.7  3959.5  5212.5  5960.4  6179.2
            V     325.2   311.5   310.0   275.6   223.5   171.3   109.2    18.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   325.2   311.5   310.0   275.6   225.1   175.6   127.1    79.7
            M      -0.0   652.3   722.4  2158.7  3842.8  4982.9  5568.3  5621.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.41   87.67   90.00
Self wt.  : M     946.5   824.5   621.2   336.5   110.5    99.7     0.0
(Max)       V       8.9    17.8    26.7    35.6    41.3    41.6    43.9
Self wt.  : M     681.5   593.7   447.3   242.3    79.6    71.8     0.0
(Min)       V       6.4    12.8    19.2    25.6    29.8    30.0    31.6
DL-Prec.  : M     135.4   117.9    88.9    48.1    15.8    14.3     0.0
DC(Max)     V       1.3     2.5     3.8     5.1     5.9     6.0     6.3
DL-Prec.  : M      97.5    84.9    64.0    34.7    11.4    10.3     0.0
DC(Min)     V       0.9     1.8     2.8     3.7     4.3     4.3     4.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     976.6   850.8   641.0   347.2   114.0   102.9     0.0
Haunch (Max)V       9.2    18.4    27.6    36.8    42.7    42.9    45.3
Deck +    : M     703.2   612.5   461.5   250.0    82.1    74.1     0.0
Haunch (Min)V       6.6    13.2    19.8    26.5    30.7    30.9    32.6
Diaphragm : M       5.6     4.2     2.8     1.3     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.0     3.0     2.0     1.0     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     359.2   312.9   235.7   127.7    41.9    37.8     0.0
DC(Max)     V       3.4     6.8    10.1    13.5    15.7    15.8    16.7
DL-Comp   : M     258.6   225.3   169.7    92.0    30.2    27.2     0.0
DC(Min)     V       2.4     4.9     7.3     9.7    11.3    11.4    12.0
DL-Comp   : M     237.8   207.2   156.1    84.6    27.8    25.1     0.0
DW(Max)     V       2.2     4.5     6.7     8.9    10.4    10.5    11.0
DL-Comp   : M     103.1    89.8    67.6    36.6    12.0    10.9     0.0
DW(Min)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.8
LL + I    : M+   3299.2  2895.0  2213.9  1213.2   400.8   361.8     0.0
            V      84.0   121.2   148.4   175.5   193.9   194.7   202.0
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   102.0   125.5   149.9   175.5   193.9   194.7   202.0
            M    2907.2  2665.4  2097.2  1213.2   411.9   372.2    -0.0
Total     : M+   5960.4  5212.4  3959.5  2158.7   711.3   641.9     0.0
            V     109.2   171.3   223.5   275.6   310.0   311.5   325.2
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   127.1   175.6   225.1   275.6   310.0   311.5   325.2
            M    5568.3  4982.9  3842.8  2158.7   722.4   652.3    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.9             43.9
Deck+Haunch            45.3             45.3
Diaphragm               0.2              0.2
DL-Prec.(DC)            6.3              6.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           55.1             55.1
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    79.8    88.4   269.2   497.0   659.6   757.2   789.7
(Max)       V      35.1    33.3    33.1    28.5    21.4    14.2     7.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    11.4    12.6    38.5    71.1    94.4   108.3   113.0
DC(Max)     V       5.0     4.8     4.7     4.1     3.1     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    82.3    91.2   277.8   512.8   680.6   781.3   814.9
Haunch (Max)V      36.2    34.3    34.1    29.4    22.1    14.7     7.4     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     0.3     1.1     2.2     3.3     4.5     5.6
(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    30.3    33.6   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    16.7    18.5    56.4   104.1   138.1   158.5   165.4
DW(Max)     V       7.3     7.0     6.9     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   206.8   229.1   684.6  1219.1  1586.9  1772.0  1745.3
            V     116.3   112.3   111.9   101.8    87.2    66.8    52.2    27.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.3   112.3   111.9   101.8    87.2    72.6    58.0    43.4
            M       0.0   206.8   229.1   684.6  1219.1  1541.9  1652.9  1552.1
Total     : M+      0.0   427.6   473.8  1429.8  2594.8  3413.3  3869.2  3933.6
            V     213.5   204.4   203.4   180.6   146.4   106.3    72.0    27.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   213.5   204.4   203.4   180.6   146.4   112.1    77.8    43.5
            M       0.0   427.6   473.8  1429.8  2594.8  3368.2  3750.1  3740.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.41   87.67   90.00
Self wt.  : M     757.2   659.6   497.0   269.2    88.4    79.8     0.0
(Max)       V       7.1    14.2    21.4    28.5    33.1    33.3    35.1
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     108.3    94.4    71.1    38.5    12.6    11.4     0.0
DC(Max)     V       1.0     2.0     3.1     4.1     4.7     4.8     5.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     781.3   680.6   512.8   277.8    91.2    82.3     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    34.1    34.3    36.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.5     3.3     2.2     1.1     0.3     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     287.4   250.3   188.6   102.2    33.6    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.6    12.6    13.3
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     158.5   138.1   104.1    56.4    18.5    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.3
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+   1772.0  1586.9  1219.1   684.6   229.1   206.8     0.0
            V      52.2    66.8    87.2   101.8   111.9   112.3   116.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    58.0    72.6    87.2   101.8   111.9   112.3   116.3
            M    1652.9  1541.9  1219.1   684.6   229.1   206.8     0.0
Total     : M+   3869.2  3413.3  2594.8  1429.8   473.8   427.6     0.0
            V      72.0   106.3   146.4   180.6   203.4   204.4   213.5
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    77.8   112.1   146.4   180.6   203.4   204.4   213.5
            M    3750.1  3368.2  2594.8  1429.8   473.8   427.6     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.13   18.27   27.40   36.53   45.67   31.97
 
Beam-Self
Precast-top    0.127   0.360   0.637   0.832   0.948   0.988   0.900 
Bottom        -0.103  -0.290  -0.511  -0.664  -0.754  -0.786  -0.717 
 
Prestress
Precast-top   -0.118  -0.264  -0.478  -0.689  -0.793  -0.793  -0.793 
Bottom         2.480   2.593   2.758   2.918   2.997   2.997   2.997 
 
Total
Precast-top    0.009   0.096   0.159   0.143   0.155   0.195   0.107 
Bottom         2.377   2.303   2.247   2.255   2.242   2.211   2.280 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.28 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
 
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   0.015   0.017   0.051   0.094   0.125   0.143   0.149 
Precast-top   -0.013   0.120   0.139   0.524   0.971   1.232   1.408   1.500 
Bottom         0.500   1.995   1.977   1.613   1.188   0.933   0.767   0.685 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.13   18.27   27.40   36.53   45.67   31.97
 
Beam-Self
Precast-top    0.127   0.360   0.637   0.832   0.948   0.988   0.900 
Bottom        -0.103  -0.290  -0.511  -0.664  -0.754  -0.786  -0.717 
 
Prestress
Precast-top   -0.118  -0.264  -0.478  -0.689  -0.793  -0.793  -0.793 
Bottom         2.480   2.593   2.758   2.918   2.997   2.997   2.997 
 
Total
Precast-top    0.009   0.096   0.159   0.143   0.155   0.195   0.107 
Bottom         2.377   2.303   2.247   2.255   2.242   2.211   2.280 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.28 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    8.47   17.60   26.73   35.87   45.00
 
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    2.59    8.47   17.60   26.73   35.87   45.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.075   0.083   0.247   0.439   0.571   0.639   0.633 
Precast-top   -0.006   0.110   0.124   0.426   0.777   0.994   1.126   1.165 
Bottom         0.250   0.858   0.834   0.345  -0.223  -0.590  -0.793  -0.816 
 

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
    325.2    6.5   58.6    0.636   4.0   6.00e-3 50.0    330.7     1.351    3.017      0.00
      0.0    0.6   58.3     42.0 0.145      26.7 0.87    12.00     0.105    1.716 
Transfer:   3.00
    311.5    6.5   58.6    2.862  18.0   0.57e-3 31.0    227.2     0.476    1.760      0.00
    652.3    2.7   57.3    189.0 0.136     101.0 3.37    12.00     0.105    1.800 
Critical:   5.42
    297.3    6.5   58.6    3.270  18.0  -0.02e-3 28.9    167.0     0.324    1.760      0.00
   1254.9    3.1   57.1    189.0 0.130     145.3 4.86    12.00     0.105    1.880 
0.1L    :   9.13
    275.6    6.5   58.6    3.889  18.0  -0.01e-3 29.0    144.9     0.283    0.827      0.00
   2158.7    3.7   56.8    189.0 0.120     143.4 4.82    24.00     0.105    1.911 
0.2L    :  18.27
    225.1    6.5   55.5    5.208  18.0   0.58e-3 31.0    138.6     0.312    0.496      0.00
   3842.8    4.1   53.4    189.0 0.103      93.5 3.34    24.00     0.105    1.326 
0.3L    :  27.40
    175.6    6.5   57.7    5.208  18.0   1.68e-3 34.9    115.2     0.289    0.413      0.00
   4982.9    4.1   55.6    189.0 0.075      61.9 2.13    24.00     0.105    1.254 
0.4L    :  36.53
    127.1    6.5   58.7    5.208   0.0   2.17e-3 36.6     87.0     0.228    0.413      0.00
   5568.3    4.1   56.7    189.0 0.059      54.3 1.83    24.00     0.105    1.501 
0.5L    :  45.67
     79.7    6.5   58.7    5.208   0.0   1.92e-3 35.7     30.2     0.105    0.413      0.00
   5621.3    4.1   56.7    189.0 0.037      58.3 1.96    24.00     0.105    2.497 
0.6L    :  54.80
    127.1    6.5   58.7    5.208   0.0   2.17e-3 36.6     87.0     0.228    0.413      0.00
   5568.3    4.1   56.7    189.0 0.059      54.3 1.83    24.00     0.105    1.501 
0.7L    :  63.93
    175.6    6.5   57.7    5.208  18.0   1.68e-3 34.9    115.2     0.289    0.413      0.00
   4982.9    4.1   55.6    189.0 0.075      61.9 2.13    24.00     0.105    1.254 
0.8L    :  73.07
    225.1    6.5   55.5    5.208  18.0   0.58e-3 31.0    138.6     0.312    0.496      0.00
   3842.8    4.1   53.4    189.0 0.103      93.5 3.34    24.00     0.105    1.326 
0.9L    :  82.20
    275.6    6.5   58.6    3.889  18.0  -0.01e-3 29.0    144.9     0.283    0.827      0.00
   2158.7    3.7   56.8    189.0 0.120     143.4 4.82    24.00     0.105    1.911 
Critical:  85.91
    297.3    6.5   58.6    3.270  18.0  -0.02e-3 28.9    167.0     0.324    1.760      0.00
   1254.9    3.1   57.1    189.0 0.130     145.3 4.86    12.00     0.105    1.880 
Transfer:  88.33
    311.5    6.5   58.6    2.862  18.0   0.57e-3 31.0    227.2     0.476    1.760      0.00
    652.3    2.7   57.3    189.0 0.136     101.0 3.37    12.00     0.105    1.800 
Bearing :  90.67
    325.2    6.5   58.6    0.636   4.0   6.00e-3 50.0    330.7     1.351    3.017      0.00
      0.0    0.6   58.3     42.0 0.145      26.7 0.87    12.00     0.105    1.716 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.04
 
 
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
    325.2      6.19     58.65    0.62       58.34    24.00      0.300      1.315      0.000      3.017 
Transfer:      2.33
    311.5      6.04     58.65    2.75       57.28    24.00      0.300      1.265      0.000      1.760 
Critical:      4.76
    297.4      5.79     58.65    3.13       57.08    24.00      0.300      1.179      0.000      1.760 
0.1L    :      8.47
    275.6      5.39     58.65    3.71       56.79    24.00      0.300      1.048      0.000      0.827 
0.2L    :     17.60
    225.1      4.68     55.46    4.14       53.40    24.00      0.300      0.811      0.000      0.496 
0.3L    :     26.73
    175.6      3.51     57.65    4.14       55.58    24.00      0.300      0.420      0.000      0.413 
0.4L    :     35.87
    127.1      2.49     58.75    4.14       56.68    24.00      0.300      0.081      0.000      0.413 
0.5L    :     45.00
     79.7      1.56     58.75    4.14       56.68    24.00      0.300      0.000      0.000      0.413 
0.6L    :     54.13
    127.1      2.49     58.75    4.14       56.68    24.00      0.300      0.081      0.000      0.413 
0.7L    :     63.27
    175.6      3.51     57.65    4.14       55.58    24.00      0.300      0.420      0.000      0.413 
0.8L    :     72.40
    225.1      4.68     55.46    4.14       53.40    24.00      0.300      0.811      0.000      0.496 
0.9L    :     81.53
    275.6      5.39     58.65    3.71       56.79    24.00      0.300      1.048      0.000      0.827 
Critical:     85.24
    297.4      5.79     58.65    3.13       57.08    24.00      0.300      1.179      0.000      1.760 
Transfer:     87.67
    311.5      6.04     58.65    2.75       57.28    24.00      0.300      1.265      0.000      1.760 
Bearing :     90.00
    325.2      6.19     58.65    0.62       58.34    24.00      0.300      1.315      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.47 ft
Prestress      :       0.729  1.80      1.312  2.20      1.604
Self Wt.       :      -0.277  1.85     -0.512  2.40     -0.665
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.452            0.800            0.939
 
At 0.2 x L = 17.60 ft
Prestress      :       1.314  1.80      2.365  2.20      2.890
Self Wt.       :      -0.521  1.85     -0.963  2.40     -1.250
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.793            1.401            1.640
 
At 0.3 x L = 26.73 ft
Prestress      :       1.736  1.80      3.125  2.20      3.819
Self Wt.       :      -0.708  1.85     -1.310  2.40     -1.699
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.028            1.815            2.120
 
At 0.4 x L = 35.87 ft
Prestress      :       1.992  1.80      3.586  2.20      4.383
Self Wt.       :      -0.826  1.85     -1.528  2.40     -1.982
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.166            2.058            2.401
 
At 0.5 x L = 45.00 ft
Prestress      :       2.081  1.80      3.746  2.20      4.579
Self Wt.       :      -0.867  1.85     -1.604  2.40     -2.081
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.214            2.142            2.497
 
At 0.6 x L = 54.13 ft
Prestress      :       1.992  1.80      3.586  2.20      4.383
Self Wt.       :      -0.826  1.85     -1.528  2.40     -1.982
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.166            2.058            2.401
 
At 0.7 x L = 63.27 ft
Prestress      :       1.736  1.80      3.125  2.20      3.819
Self Wt.       :      -0.708  1.85     -1.310  2.40     -1.699
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.028            1.815            2.120
 
At 0.8 x L = 72.40 ft
Prestress      :       1.314  1.80      2.365  2.20      2.890
Self Wt.       :      -0.521  1.85     -0.963  2.40     -1.250
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.793            1.401            1.640
 
At 0.9 x L = 81.53 ft
Prestress      :       0.729  1.80      1.312  2.20      1.604
Self Wt.       :      -0.277  1.85     -0.512  2.40     -0.665
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.452            0.800            0.939
 

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
   641.9    51.8  3.434  265.3    3.2   2.75   3828.5  0.053T 1.00       -       -     -     -  
H/2     :   2.59
   711.3    51.9  3.486  265.2    3.3   2.79   3889.1  0.052T 1.00       -       -     -     -  
0.1L    :   8.47
  2158.7    53.3  4.667  263.8    4.4   3.71   5274.9  0.038T 1.00       -       -     -     -  
0.2L    :  17.60
  3959.5    55.5  5.208  263.4    4.9   4.14   6103.1  0.034T 1.00    957.7   957.7    6.37    -  
0.3L    :  26.73
  5212.5    57.7  5.208  263.6    4.9   4.14   6359.2  0.034T 1.00    810.3   810.3    7.85    -  
0.4L    :  35.87
  5960.4    58.7  5.208  263.7    4.9   4.14   6487.3  0.034T 1.00    722.4   722.4    8.98    -  
0.5L    :  45.00
  6179.2    58.7  5.208  263.7    4.9   4.14   6487.3  0.034T 1.00    689.6   689.6    9.41    -  
0.6L    :  54.13
  5960.4    58.7  5.208  263.7    4.9   4.14   6487.3  0.034T 1.00    722.4   722.4    8.98    -  
0.7L    :  63.27
  5212.4    57.7  5.208  263.6    4.9   4.14   6359.2  0.034T 1.00    810.3   810.3    7.85    -  
0.8L    :  72.40
  3959.5    55.5  5.208  263.4    4.9   4.14   6103.1  0.034T 1.00    957.7   957.7    6.37    -  
0.9L    :  81.53
  2158.7    53.3  4.667  263.8    4.4   3.71   5274.9  0.038T 1.00       -       -     -     -  
H/2     :  87.41
   711.3    51.9  3.486  265.2    3.3   2.79   3889.1  0.052T 1.00       -       -     -     -  
Transfer:  87.67
   641.9    51.8  3.434  265.3    3.2   2.75   3828.5  0.053T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.044
        M   2.00 Fb     0.163
 
  2   2 E  50.00 Ft     0.341
        M   4.00 Fb     0.121
 
  3   2 E  48.00 Ft     0.621
        M   2.00 Fb     0.093
 
  4   2 E   6.00 Ft     0.573
        M   6.00 Fb     0.331
 
  5   2 E   6.00 Ft     0.524
        M   6.00 Fb     0.569
 
  6   2 E   6.00 Ft     0.475
        M   6.00 Fb     0.807
 
  7   2 E   4.00 Ft     0.409
        M   4.00 Fb     1.059
 
  8   2 E   4.00 Ft     0.343
        M   4.00 Fb     1.312
 
  9   2 E   2.00 Ft     0.260
        M   2.00 Fb     1.578
 
 10   2 E   2.00 Ft     0.176
        M   2.00 Fb     1.844
 
 11   2 E   2.00 Ft     0.092
        M   2.00 Fb     2.111
 
 12   2 E   2.00 Ft     0.009
        M   2.00 Fb     2.377
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 91.33            Release Length, ft: 91.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   4           No. of strands, Straight:  20
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.5 ksi  f'ct   4.0 ksi
Initial losses:  5.94 %               Final losses: 11.43 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       2.377     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.009       Trans
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6487.28     6179.16     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   0.149     Midspan
    Pre.Top:   3.900  -0.000     Bearing    2.925   1.500     Midspan
    Pre.Bot:   3.900  -0.000     Bearing    2.925   1.995    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.484  -0.000     Bearing
    Pre.Bot:  -0.484  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.600   1.165     Midspan
    Pre.Bot:                                                             2.600   0.858    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.081  1.80      3.746  2.20      4.579
Self Wt.       :      -0.867  1.85     -1.604  2.40     -2.081
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.214            2.142            2.497
 
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

