 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTD105 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 105 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 3.875 feet and 12 feet from 
                     the girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 6 ksi and 7 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_dafe.tmp\BTD105-0_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 =   3487642.50
 
SPAN DATA
---------
Precast length    , ft =    106.333
Bearing-to-bearing, ft =    105.000
Release span      , ft =    106.333
 
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      =      7.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5131.520        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      6.000 
Eci ,ksi      =   4877.010
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  105.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052  105.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076  105.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  105.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087  105.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  105.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087  105.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  105.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087  105.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  105.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076  105.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   52.500
   1    2        0.500   52.500
   1    3        0.500   52.500
   1    4        0.500   52.500
   1    5        0.250   52.500
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740  105.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  105.00   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    0.048     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              6.00 ksi 
  Elasticity          4877.0 ksi 
  Max comp              3.90 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.59 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      7.00 ksi    4.00 ksi 
  Elasticity 5131.52 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.20 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.15 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    2.80 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.50 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    6.00        7.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    6.00        7.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    6.00        7.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    6.00        7.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    6.00        7.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 34 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 37.22 ft from member end )
 
END PATTERN (Ycg = 11.41 in):
 
  12 @  2.000 in 10 @  4.000 in 6 @  6.000 in 2 @ 46.000 in 
  2 @ 48.000 in  2 @ 50.000 in                              
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 10 @  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  11.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  17.6670  27.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  27.6670  78.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  78.6663  88.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00  88.6663  94.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00  94.6663 100.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 100.6663 104.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 104.1663 104.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50 104.5833 105.7500 Yes       
       2 US#6[M19]  60.0  0.88    2.75 105.7500 106.2083 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 106.3330       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:
 34 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 37.22 ft from member end )
 
END PATTERN (Ycg = 11.41 in):
 
  12 @  2.000 in 10 @  4.000 in 6 @  6.000 in 2 @ 46.000 in 
  2 @ 48.000 in  2 @ 50.000 in                              
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 10 @  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  11.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  17.6670  27.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  27.6670  78.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  78.6663  88.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00  88.6663  94.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00  94.6663 100.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 100.6663 104.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 104.1663 104.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50 104.5833 105.7500 Yes       
       2 US#6[M19]  60.0  0.88    2.75 105.7500 106.2083 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 106.3330       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:
 34 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 37.22 ft from member end )
 
END PATTERN (Ycg = 11.41 in):
 
  12 @  2.000 in 10 @  4.000 in 6 @  6.000 in 2 @ 46.000 in 
  2 @ 48.000 in  2 @ 50.000 in                              
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 10 @  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  11.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  17.6670  27.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  27.6670  78.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  78.6663  88.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00  88.6663  94.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00  94.6663 100.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 100.6663 104.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 104.1663 104.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50 104.5833 105.7500 Yes       
       2 US#6[M19]  60.0  0.88    2.75 105.7500 106.2083 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 106.3330       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:
 34 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 37.22 ft from member end )
 
END PATTERN (Ycg = 11.41 in):
 
  12 @  2.000 in 10 @  4.000 in 6 @  6.000 in 2 @ 46.000 in 
  2 @ 48.000 in  2 @ 50.000 in                              
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 10 @  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  11.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  17.6670  27.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  27.6670  78.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  78.6663  88.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00  88.6663  94.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00  94.6663 100.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 100.6663 104.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 104.1663 104.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50 104.5833 105.7500 Yes       
       2 US#6[M19]  60.0  0.88    2.75 105.7500 106.2083 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 106.3330       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:
 34 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 37.22 ft from member end )
 
END PATTERN (Ycg = 11.41 in):
 
  12 @  2.000 in 10 @  4.000 in 6 @  6.000 in 2 @ 46.000 in 
  2 @ 48.000 in  2 @ 50.000 in                              
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 10 @  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  11.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  17.6670  27.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  27.6670  78.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  78.6663  88.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00  88.6663  94.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00  94.6663 100.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 100.6663 104.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 104.1663 104.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50 104.5833 105.7500 Yes       
       2 US#6[M19]  60.0  0.88    2.75 105.7500 106.2083 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 106.3330       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  105.00
     DC  Line       0.052      0.00       0.052  105.00
     DC  Line       0.076      0.00       0.076  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.333 ft
Release length = 106.333 ft
Design  length = 105.000 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)  : 0.718   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.921   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.015   (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           1391.1 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           680605 in4#
Ht. of c.g.           =        24.64 in             40.17 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 = 0.8314

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     9.97    20.60    31.23    41.87    52.50
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    756.7    784.5    784.5    784.5    784.5    784.5    784.5    784.5
  Yb      ,  in    24.50    24.01    24.01    23.94    23.84    23.73    23.68    23.68
  MI(Ixx) , in4   287264   292407   292458   293998   296504   299345   300892   300892
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1398.6   1424.7   1424.7   1424.7   1424.7   1424.7   1424.7   1424.7
  Yb      ,  in    40.02    39.48    39.48    39.44    39.39    39.34    39.31    39.31
  MI(Ixx) , in4   686808   708940   709045   712094   716765   721759   724378   724378

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 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           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  34 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 37.22 ft from member end )
END PATTERN (Ycg = 11.41 in):
    12 @  2.000 in    10 @  4.000 in     6 @  6.000 in     2 @ 46.000 in
     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    10 @  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     =    7.38 in2      Initial Pull          =     1446.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.766 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.708 ft
Holddown Force        =  25.023 kips     Beam Shrtng (PL/AE)   =      0.482 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)       
--------------------------------------------------------------------------------------
      3617.494         740 2676.946     20.479 82940.148  1211.088     673.081        
 
 
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     11.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      17.6670     27.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      27.6670     78.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      78.6663     88.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      88.6663     94.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      94.6663    100.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     100.6663    104.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00     104.1663    104.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50     104.5833    105.7500    Yes
      2      US#6[M19]       60.00        0.88       2.75     105.7500    106.2083    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 106.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.3780 in2       Ycg =  3.65 in
         P_init    =     1446.2 kips  Ecc = 20.99 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.30 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.619 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.95 ksi    0.00 ksi
    due to Composite Loads                                 -2.08 ksi    0.00 ksi
    due to Live Loads                                      -6.35 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                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.80 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.30 ksi  ( 7.81 %)            10.39 ksi ( 5.30 %)
Total Prestress Losses                                    25.69 ksi (13.11 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.3 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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    93.4   103.6   369.4   678.1   898.6  1030.8  1074.9
(Max)       V      41.0    39.1    38.9    33.2    24.9    16.6     8.3     0.0
DL-Prec.  : M       0.0    19.6    21.7    77.5   142.2   188.4   216.2   225.4
DC(Max)     V       8.6     8.2     8.2     7.0     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    96.4   106.9   381.1   699.6   927.1  1063.6  1109.1
Haunch (Max)V      42.3    40.4    40.2    34.2    25.7    17.1     8.6     0.0
Diaphragm : M       0.0     0.3     0.3     1.2     2.6     3.9     5.2     6.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    35.5    39.3   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    21.7    77.3   142.0   188.1   215.8   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   219.2   243.0   861.8  1567.4  2052.1  2340.6  2418.8
            V     122.7   118.9   118.4   106.5    89.8    73.2    50.1     9.7
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   122.7   118.9   118.4   106.5    90.9    76.1    62.0    48.5
            M       0.0   226.5   250.9   861.8  1476.7  1873.7  2044.5  2006.4
Total     : M+      0.0   483.9   536.5  1908.6  3489.2  4599.3  5263.5  5467.8
            V     238.7   229.7   228.7   200.5   160.4   120.3    73.7     9.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   238.7   229.7   228.7   200.5   161.5   123.2    85.6    48.6
            M       0.0   491.3   544.4  1908.6  3398.5  4420.9  4967.5  5055.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.41  102.67  105.00
Self wt.  : M    1030.8   898.6   678.1   369.4   103.6    93.4     0.0
(Max)       V       8.3    16.6    24.9    33.2    38.9    39.1    41.0
DL-Prec.  : M     216.2   188.4   142.2    77.5    21.7    19.6     0.0
DC(Max)     V       1.7     3.5     5.2     7.0     8.2     8.2     8.6
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
Deck +    : M    1063.6   927.1   699.6   381.1   106.9    96.4     0.0
Haunch (Max)V       8.6    17.1    25.7    34.2    40.2    40.4    42.3
Diaphragm : M       5.2     3.9     2.6     1.2     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     391.2   341.0   257.3   140.2    39.3    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M     215.8   188.1   142.0    77.3    21.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
LL + I    : M+   2340.6  2052.1  1567.4   861.8   243.0   219.2     0.0
            V      50.1    73.2    89.8   106.5   118.4   118.9   122.7
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    62.0    76.1    90.9   106.5   118.4   118.9   122.7
            M    2044.5  1873.7  1476.7   861.8   250.9   226.5    -0.0
Total     : M+   5263.5  4599.3  3489.2  1908.6   536.5   483.9     0.0
            V      73.7   120.3   160.4   200.5   228.7   229.7   238.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    85.6   123.2   161.5   200.5   228.7   229.7   238.7
            M    4967.5  4420.9  3398.5  1908.6   544.4   491.3    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.0             41.0
Deck+Haunch            42.3             42.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            8.6              8.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.7             77.7
DL-Comp.(DW)           42.9             42.9
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, 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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    93.4   103.6   369.4   678.1   898.6  1030.8  1074.9
(Max)       V      41.0    39.1    38.9    33.2    24.9    16.6     8.3     0.0
DL-Prec.  : M       0.0    19.6    21.7    77.5   142.2   188.4   216.2   225.4
DC(Max)     V       8.6     8.2     8.2     7.0     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    96.4   106.9   381.1   699.6   927.1  1063.6  1109.1
Haunch (Max)V      42.3    40.4    40.2    34.2    25.7    17.1     8.6     0.0
Diaphragm : M       0.0     0.3     0.3     1.2     2.6     3.9     5.2     6.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    35.5    39.3   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    21.7    77.3   142.0   188.1   215.8   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   175.3   194.4   689.5  1253.9  1641.7  1872.5  1935.0
            V      98.1    95.1    94.8    85.2    71.9    58.6    40.1     7.8
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    98.1    95.1    94.8    85.2    72.8    60.9    49.6    38.8
            M       0.0   181.2   200.7   689.5  1181.4  1499.0  1635.6  1605.1
Total     : M+      0.0   440.1   487.9  1736.2  3175.7  4188.9  4795.4  4984.1
            V     214.2   206.0   205.1   179.2   142.4   105.6    63.7     7.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   214.2   206.0   205.1   179.2   143.3   108.0    73.2    38.9
            M       0.0   446.0   494.2  1736.2  3103.1  4046.1  4558.6  4654.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.41  102.67  105.00
Self wt.  : M    1030.8   898.6   678.1   369.4   103.6    93.4     0.0
(Max)       V       8.3    16.6    24.9    33.2    38.9    39.1    41.0
DL-Prec.  : M     216.2   188.4   142.2    77.5    21.7    19.6     0.0
DC(Max)     V       1.7     3.5     5.2     7.0     8.2     8.2     8.6
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
Deck +    : M    1063.6   927.1   699.6   381.1   106.9    96.4     0.0
Haunch (Max)V       8.6    17.1    25.7    34.2    40.2    40.4    42.3
Diaphragm : M       5.2     3.9     2.6     1.2     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     391.2   341.0   257.3   140.2    39.3    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M     215.8   188.1   142.0    77.3    21.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
LL + I    : M+   1872.5  1641.7  1253.9   689.5   194.4   175.3     0.0
            V      40.1    58.6    71.9    85.2    94.8    95.1    98.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    49.6    60.9    72.8    85.2    94.8    95.1    98.1
            M    1635.6  1499.0  1181.4   689.5   200.7   181.2    -0.0
Total     : M+   4795.4  4188.9  3175.7  1736.2   487.9   440.1     0.0
            V      63.7   105.6   142.4   179.2   205.1   206.0   214.2
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    73.2   108.0   143.3   179.2   205.1   206.0   214.2
            M    4558.6  4046.1  3103.1  1736.2   494.2   446.0    -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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   116.8   129.5   461.7   847.6  1123.2  1288.6  1343.7
(Max)       V      51.2    48.9    48.7    41.5    31.1    20.7    10.4     0.0
Self wt.  : M       0.0    84.1    93.2   332.5   610.3   808.7   927.8   967.4
(Min)       V      36.9    35.2    35.0    29.9    22.4    14.9     7.5     0.0
DL-Prec.  : M       0.0    24.5    27.2    96.8   177.7   235.5   270.2   281.8
DC(Max)     V      10.7    10.3    10.2     8.7     6.5     4.3     2.2     0.0
DL-Prec.  : M       0.0    17.6    19.6    69.7   128.0   169.6   194.6   202.9
DC(Min)     V       7.7     7.4     7.3     6.3     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   120.5   133.6   476.4   874.6  1158.9  1329.5  1386.4
Haunch (Max)V      52.8    50.5    50.2    42.8    32.1    21.4    10.7     0.0
Deck +    : M       0.0    86.8    96.2   343.0   629.7   834.4   957.3   998.2
Haunch (Min)V      38.0    36.3    36.1    30.8    23.1    15.4     7.7     0.0
Diaphragm : M       0.0     0.4     0.4     1.6     3.2     4.9     6.5     8.2
(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     1.1     2.3     3.5     4.7     5.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    44.3    49.1   175.2   321.6   426.2   489.0   509.9
DC(Max)     V      19.4    18.6    18.5    15.7    11.8     7.9     3.9     0.0
DL-Comp   : M       0.0    31.9    35.4   126.2   231.6   306.9   352.1   367.1
DC(Min)     V      14.0    13.4    13.3    11.3     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    29.3    32.5   116.0   213.0   282.2   323.8   337.6
DW(Max)     V      12.9    12.3    12.2    10.4     7.8     5.2     2.6     0.0
DL-Comp   : M       0.0    12.7    14.1    50.3    92.3   122.3   140.3   146.3
DW(Min)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   383.5   425.2  1508.2  2742.9  3591.3  4096.0  4232.9
            V     214.6   208.0   207.3   186.3   157.2   128.1    87.7    17.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   214.6   208.0   207.3   186.3   159.1   133.2   108.4    84.8
            M       0.0   396.4   439.0  1508.2  2584.2  3279.0  3578.0  3511.1
Total     : M+      0.0   719.3   797.5  2836.0  5180.7  6822.3  7803.7  8100.4
            V     361.8   348.7   347.2   305.6   246.7   187.8   117.6    17.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   361.8   348.7   347.2   305.6   248.6   192.9   138.4    85.0
            M       0.0   732.2   811.4  2836.0  5021.9  6510.0  7285.6  7378.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.41  102.67  105.00
Self wt.  : M    1288.6  1123.2   847.6   461.7   129.5   116.8     0.0
(Max)       V      10.4    20.7    31.1    41.5    48.7    48.9    51.2
Self wt.  : M     927.8   808.7   610.3   332.5    93.2    84.1     0.0
(Min)       V       7.5    14.9    22.4    29.9    35.0    35.2    36.9
DL-Prec.  : M     270.2   235.5   177.7    96.8    27.2    24.5     0.0
DC(Max)     V       2.2     4.3     6.5     8.7    10.2    10.3    10.7
DL-Prec.  : M     194.6   169.6   128.0    69.7    19.6    17.6     0.0
DC(Min)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1329.5  1158.9   874.6   476.4   133.6   120.5     0.0
Haunch (Max)V      10.7    21.4    32.1    42.8    50.2    50.5    52.8
Deck +    : M     957.3   834.4   629.7   343.0    96.2    86.8     0.0
Haunch (Min)V       7.7    15.4    23.1    30.8    36.1    36.3    38.0
Diaphragm : M       6.5     4.9     3.2     1.6     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.7     3.5     2.3     1.1     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     489.0   426.2   321.6   175.2    49.1    44.3     0.0
DC(Max)     V       3.9     7.9    11.8    15.7    18.5    18.6    19.4
DL-Comp   : M     352.1   306.9   231.6   126.2    35.4    31.9     0.0
DC(Min)     V       2.8     5.7     8.5    11.3    13.3    13.4    14.0
DL-Comp   : M     323.8   282.2   213.0   116.0    32.5    29.3     0.0
DW(Max)     V       2.6     5.2     7.8    10.4    12.2    12.3    12.9
DL-Comp   : M     140.3   122.3    92.3    50.3    14.1    12.7     0.0
DW(Min)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   4096.0  3591.3  2742.9  1508.2   425.2   383.5     0.0
            V      87.7   128.1   157.2   186.3   207.3   208.0   214.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   108.4   133.2   159.1   186.3   207.3   208.0   214.6
            M    3578.0  3279.0  2584.2  1508.2   439.0   396.4    -0.0
Total     : M+   7803.7  6822.3  5180.7  2836.0   797.5   719.3     0.0
            V     117.6   187.8   246.7   305.6   347.2   348.7   361.8
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   138.4   192.9   248.6   305.6   347.2   348.7   361.8
            M    7285.6  6510.0  5021.9  2836.0   811.4   732.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               51.2             51.2
Deck+Haunch            52.8             52.8
Diaphragm               0.2              0.2
DL-Prec.(DC)           10.7             10.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           97.1             97.1
DL-Comp.(DW)           64.3             64.3
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    93.4   103.6   369.4   678.1   898.6  1030.8  1074.9
(Max)       V      41.0    39.1    38.9    33.2    24.9    16.6     8.3     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    19.6    21.7    77.5   142.2   188.4   216.2   225.4
DC(Max)     V       8.6     8.2     8.2     7.0     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    96.4   106.9   381.1   699.6   927.1  1063.6  1109.1
Haunch (Max)V      42.3    40.4    40.2    34.2    25.7    17.1     8.6     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.2     2.6     3.9     5.2     6.6
(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    35.5    39.3   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    19.6    21.7    77.3   142.0   188.1   215.8   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     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   215.9   239.3   839.3  1496.0  1951.5  2189.0  2180.1
            V     121.5   118.1   117.7   106.8    92.1    70.1    55.4    24.7
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   121.5   118.1   117.7   106.8    92.1    77.4    62.7    48.0
            M       0.0   215.9   239.3   839.3  1496.0  1906.2  2069.8  1986.8
Total     : M+      0.0   480.7   532.8  1886.1  3417.8  4498.7  5112.0  5229.1
            V     237.6   229.0   228.0   200.9   162.7   117.2    79.0    24.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   237.6   229.0   228.0   200.9   162.7   124.5    86.3    48.1
            M       0.0   480.7   532.8  1886.1  3417.8  4453.3  4992.7  5035.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.41  102.67  105.00
Self wt.  : M    1030.8   898.6   678.1   369.4   103.6    93.4     0.0
(Max)       V       8.3    16.6    24.9    33.2    38.9    39.1    41.0
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     216.2   188.4   142.2    77.5    21.7    19.6     0.0
DC(Max)     V       1.7     3.5     5.2     7.0     8.2     8.2     8.6
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    1063.6   927.1   699.6   381.1   106.9    96.4     0.0
Haunch (Max)V       8.6    17.1    25.7    34.2    40.2    40.4    42.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.2     3.9     2.6     1.2     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     391.2   341.0   257.3   140.2    39.3    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
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     215.8   188.1   142.0    77.3    21.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
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+   2189.0  1951.5  1496.0   839.3   239.3   215.9     0.0
            V      55.4    70.1    92.1   106.8   117.7   118.1   121.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    62.7    77.4    92.1   106.8   117.7   118.1   121.5
            M    2069.8  1906.2  1496.0   839.3   239.3   215.9     0.0
Total     : M+   5112.0  4498.7  3417.8  1886.1   532.8   480.6     0.0
            V      79.0   117.2   162.7   200.9   228.0   229.0   237.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    86.3   124.5   162.7   200.9   228.0   229.0   237.6
            M    4992.7  4453.3  3417.8  1886.1   532.8   480.6     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.149   0.487   0.861   1.124   1.280   1.333   1.214 
Bottom        -0.119  -0.388  -0.681  -0.881  -1.000  -1.041  -0.951 
 
Prestress
Precast-top   -0.118  -0.337  -0.637  -0.932  -1.076  -1.076  -1.076 
Bottom         3.414   3.579   3.804   4.020   4.124   4.124   4.124 
 
Total
Precast-top    0.031   0.150   0.224   0.192   0.203   0.257   0.138 
Bottom         3.295   3.192   3.123   3.139   3.125   3.083   3.174 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.64 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.010  -0.103  -0.110  -0.294  -0.557  -0.814  -0.940  -0.940
Bottom         0.688   2.982   2.987   3.127   3.323   3.512   3.603   3.603
 
Self wt.
Precast-top   -0.000   0.115   0.127   0.453   0.828   1.090   1.246   1.300
Bottom        -0.000  -0.092  -0.102  -0.361  -0.654  -0.855  -0.974  -1.015
 
DL-Prec (DC)
Precast-top   -0.000   0.024   0.027   0.095   0.174   0.229   0.261   0.273
Bottom        -0.000  -0.019  -0.021  -0.076  -0.137  -0.179  -0.204  -0.213
 
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   0.002   0.003   0.005   0.006   0.008
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.004  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.119   0.132   0.468   0.854   1.125   1.286   1.341
Bottom        -0.000  -0.095  -0.105  -0.372  -0.675  -0.882  -1.005  -1.048
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.013   0.045   0.082   0.108   0.124   0.129
Precast-top   -0.000   0.009   0.010   0.034   0.063   0.083   0.095   0.099
Bottom        -0.000  -0.024  -0.026  -0.093  -0.170  -0.223  -0.255  -0.266
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.007   0.025   0.045   0.060   0.068   0.071
Precast-top   -0.000   0.005   0.005   0.019   0.035   0.046   0.053   0.055
Bottom        -0.000  -0.013  -0.014  -0.051  -0.094  -0.123  -0.141  -0.147
 
LL+I(+)
Topping-top   -0.000   0.070   0.078   0.275   0.499   0.650   0.739   0.764
Precast-top   -0.000   0.054   0.060   0.211   0.383   0.500   0.569   0.588
Bottom        -0.000  -0.146  -0.162  -0.573  -1.034  -1.342  -1.524  -1.575
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.088   0.097   0.345   0.626   0.817   0.931   0.964 
Precast-top   -0.010   0.222   0.251   0.988   1.783   2.264   2.577   2.723 
Bottom         0.688   2.592   2.555   1.600   0.557  -0.097  -0.504  -0.666 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.020   0.070   0.127   0.168   0.192   0.200 
Precast-top   -0.010   0.169   0.191   0.777   1.400   1.764   2.007   2.135 
Bottom         0.688   2.739   2.718   2.172   1.591   1.246   1.020   0.909 
 

 
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   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.149   0.487   0.861   1.124   1.280   1.333   1.214 
Bottom        -0.119  -0.388  -0.681  -0.881  -1.000  -1.041  -0.951 
 
Prestress
Precast-top   -0.118  -0.337  -0.637  -0.932  -1.076  -1.076  -1.076 
Bottom         3.414   3.579   3.804   4.020   4.124   4.124   4.124 
 
Total
Precast-top    0.031   0.150   0.224   0.192   0.203   0.257   0.138 
Bottom         3.295   3.192   3.123   3.139   3.125   3.083   3.174 
 
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 = 12.64 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.010  -0.103  -0.110  -0.294  -0.557  -0.814  -0.940  -0.940
Bottom         0.688   2.982   2.987   3.127   3.323   3.512   3.603   3.603
 
Self wt.
Precast-top   -0.000   0.115   0.127   0.453   0.828   1.090   1.246   1.300
Bottom        -0.000  -0.092  -0.102  -0.361  -0.654  -0.855  -0.974  -1.015
 
DL-Prec (DC)
Precast-top   -0.000   0.024   0.027   0.095   0.174   0.229   0.261   0.273
Bottom        -0.000  -0.019  -0.021  -0.076  -0.137  -0.179  -0.204  -0.213
 
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   0.002   0.003   0.005   0.006   0.008
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.004  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.119   0.132   0.468   0.854   1.125   1.286   1.341
Bottom        -0.000  -0.095  -0.105  -0.372  -0.675  -0.882  -1.005  -1.048
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.013   0.045   0.082   0.108   0.124   0.129
Precast-top   -0.000   0.009   0.010   0.034   0.063   0.083   0.095   0.099
Bottom        -0.000  -0.024  -0.026  -0.093  -0.170  -0.223  -0.255  -0.266
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.007   0.025   0.045   0.060   0.068   0.071
Precast-top   -0.000   0.005   0.005   0.019   0.035   0.046   0.053   0.055
Bottom        -0.000  -0.013  -0.014  -0.051  -0.094  -0.123  -0.141  -0.147
 
LL+I(+)
Topping-top   -0.000   0.056   0.062   0.220   0.399   0.520   0.592   0.611
Precast-top   -0.000   0.043   0.048   0.169   0.307   0.400   0.456   0.471
Bottom        -0.000  -0.117  -0.130  -0.458  -0.827  -1.074  -1.219  -1.260
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.074   0.082   0.290   0.526   0.687   0.783   0.811 
Precast-top   -0.010   0.212   0.239   0.946   1.706   2.164   2.463   2.606 
Bottom         0.688   2.622   2.588   1.714   0.764   0.172  -0.199  -0.351 
 

 
 
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    9.97   20.60   31.23   41.87   52.50
F_LL+I(+)
Topping-top   -0.000   0.069   0.077   0.268   0.476   0.618   0.692   0.689
Precast-top   -0.000   0.053   0.059   0.206   0.366   0.476   0.533   0.530
Bottom        -0.000  -0.144  -0.160  -0.558  -0.987  -1.276  -1.426  -1.420
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.078   0.086   0.303   0.539   0.702   0.787   0.789 
Precast-top   -0.005   0.137   0.155   0.594   1.066   1.357   1.536   1.598 
Bottom         0.344   1.225   1.199   0.528  -0.191  -0.654  -0.915  -0.965 
 

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
    361.8    6.5   58.7    0.885   4.9   6.00e-3 50.0    369.5     1.512    3.017      0.00
      0.0    0.9   58.2     42.0 0.150      27.6 0.87    12.00     0.109    1.660 
Transfer:   3.00
    348.7    6.5   58.7    3.984  21.9  -0.03e-3 28.9    214.4     0.417    1.760      0.00
    732.2    3.8   56.8    189.0 0.142     151.2 4.90    12.00     0.109    1.723 
Critical:   5.37
    335.1    6.5   58.7    4.555  21.9  -0.06e-3 28.8    195.8     0.381    1.760      0.00
   1397.2    4.4   56.5    189.0 0.136     154.8 5.04    12.00     0.109    1.784 
0.1L    :  10.63
    305.6    6.5   58.7    5.806  21.9  -0.05e-3 28.8    165.5     0.326    0.827      0.00
   2836.0    5.5   55.9    189.0 0.125     152.1 5.01    24.00     0.109    1.750 
0.2L    :  21.27
    248.6    6.5   55.3    7.378  21.9  -0.00e-3 29.0    117.3     0.248    0.496      0.00
   5021.9    5.8   52.4    189.0 0.107     137.1 4.82    24.00     0.109    1.424 
0.3L    :  31.90
    192.9    6.5   57.5    7.378  21.9   0.99e-3 32.5    110.6     0.258    0.413      0.00
   6510.0    5.8   54.6    189.0 0.077      81.8 2.76    24.00     0.109    1.311 
0.4L    :  42.53
    138.4    6.5   58.6    7.378   0.0   1.49e-3 34.2     85.1     0.208    0.413      0.00
   7285.6    5.8   55.7    189.0 0.061      68.6 2.27    24.00     0.109    1.547 
0.5L    :  53.17
     85.0    6.5   58.6    7.378   0.0   1.33e-3 33.7     21.8     0.109    0.413      0.00
   7378.7    5.8   55.7    189.0 0.037      72.7 2.40    24.00     0.109    2.599 
0.6L    :  63.80
    138.4    6.5   58.6    7.378   0.0   1.49e-3 34.2     85.1     0.208    0.413      0.00
   7285.6    5.8   55.7    189.0 0.061      68.6 2.27    24.00     0.109    1.547 
0.7L    :  74.43
    192.9    6.5   57.5    7.378  21.9   0.99e-3 32.5    110.6     0.258    0.413      0.00
   6510.0    5.8   54.6    189.0 0.077      81.8 2.76    24.00     0.109    1.311 
0.8L    :  85.07
    248.6    6.5   55.3    7.378  21.9  -0.00e-3 29.0    117.3     0.248    0.496      0.00
   5021.9    5.8   52.4    189.0 0.107     137.1 4.82    24.00     0.109    1.424 
0.9L    :  95.70
    305.6    6.5   58.7    5.806  21.9  -0.05e-3 28.8    165.5     0.326    0.827      0.00
   2836.0    5.5   55.9    189.0 0.125     152.1 5.01    24.00     0.109    1.750 
Critical: 100.96
    335.1    6.5   58.7    4.555  21.9  -0.06e-3 28.8    195.8     0.381    1.760      0.00
   1397.2    4.4   56.5    189.0 0.136     154.8 5.04    12.00     0.109    1.784 
Transfer: 103.33
    348.7    6.5   58.7    3.984  21.9  -0.03e-3 28.9    214.4     0.417    1.760      0.00
    732.2    3.8   56.8    189.0 0.142     151.2 4.90    12.00     0.109    1.723 
Bearing : 105.67
    361.8    6.5   58.7    0.885   4.9   6.00e-3 50.0    369.5     1.512    3.017      0.00
      0.0    0.9   58.2     42.0 0.150      27.6 0.87    12.00     0.109    1.660 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1446.24
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.89
 
 
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
    361.8      6.90     58.68    0.87       58.24    24.00      0.300      1.551      0.000      3.017 
Transfer:      2.33
    348.7      6.83     58.68    3.84       56.76    24.00      0.300      1.525      0.000      1.760 
Critical:      4.71
    335.3      6.59     58.68    4.38       56.49    24.00      0.300      1.448      0.000      1.760 
0.1L    :      9.97
    305.6      6.07     58.68    5.54       55.91    24.00      0.300      1.275      0.000      0.827 
0.2L    :     20.60
    248.6      5.27     55.28    5.80       52.37    24.00      0.300      1.008      0.000      0.496 
0.3L    :     31.23
    192.9      3.93     57.49    5.81       54.59    24.00      0.300      0.559      0.000      0.413 
0.4L    :     41.87
    138.4      2.76     58.60    5.81       55.70    24.00      0.300      0.170      0.000      0.413 
0.5L    :     52.50
     85.0      1.70     58.60    5.81       55.70    24.00      0.300      0.000      0.000      0.413 
0.6L    :     63.13
    138.4      2.76     58.60    5.81       55.70    24.00      0.300      0.170      0.000      0.413 
0.7L    :     73.77
    192.9      3.93     57.49    5.81       54.59    24.00      0.300      0.559      0.000      0.413 
0.8L    :     84.40
    248.6      5.27     55.28    5.80       52.37    24.00      0.300      1.008      0.000      0.496 
0.9L    :     95.03
    305.6      6.07     58.68    5.54       55.91    24.00      0.300      1.275      0.000      0.827 
Critical:    100.29
    335.3      6.59     58.68    4.38       56.49    24.00      0.300      1.448      0.000      1.760 
Transfer:    102.67
    348.7      6.83     58.68    3.84       56.76    24.00      0.300      1.525      0.000      1.760 
Bearing :    105.00
    361.8      6.90     58.68    0.87       58.24    24.00      0.300      1.551      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 = 9.97 ft
Prestress      :       1.327  1.80      2.388  2.20      2.919
Self Wt.       :      -0.491  1.85     -0.909  2.40     -1.179
Deck + Haunch  :                       -0.436  2.30     -1.002
DL-Prec. (DC)  :                       -0.089  3.00     -0.266
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.066  3.00     -0.198
DL-Comp. (DW)  :                       -0.036  3.00     -0.109
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 20.60 ft
Prestress      :       2.383  1.80      4.290  2.20      5.243
Self Wt.       :      -0.922  1.85     -1.705  2.40     -2.212
Deck + Haunch  :                       -0.845  2.30     -1.944
DL-Prec. (DC)  :                       -0.172  3.00     -0.515
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.129  3.00     -0.386
DL-Comp. (DW)  :                       -0.071  3.00     -0.213
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 31.23 ft
Prestress      :       3.138  1.80      5.648  2.20      6.903
Self Wt.       :      -1.250  1.85     -2.312  2.40     -2.999
Deck + Haunch  :                       -1.158  2.30     -2.664
DL-Prec. (DC)  :                       -0.235  3.00     -0.706
Diaphragm      :                       -0.005  3.00     -0.016
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.177  3.00     -0.530
DL-Comp. (DW)  :                       -0.098  3.00     -0.293
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 41.87 ft
Prestress      :       3.595  1.80      6.470  2.20      7.908
Self Wt.       :      -1.456  1.85     -2.694  2.40     -3.494
Deck + Haunch  :                       -1.356  2.30     -3.118
DL-Prec. (DC)  :                       -0.276  3.00     -0.827
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.207  3.00     -0.621
DL-Comp. (DW)  :                       -0.114  3.00     -0.343
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 52.50 ft
Prestress      :       3.755  1.80      6.760  2.20      8.262
Self Wt.       :      -1.529  1.85     -2.829  2.40     -3.669
Deck + Haunch  :                       -1.426  2.30     -3.279
DL-Prec. (DC)  :                       -0.290  3.00     -0.869
Diaphragm      :                       -0.007  3.00     -0.020
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.218  3.00     -0.653
DL-Comp. (DW)  :                       -0.120  3.00     -0.360
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 63.13 ft
Prestress      :       3.595  1.80      6.470  2.20      7.908
Self Wt.       :      -1.456  1.85     -2.694  2.40     -3.494
Deck + Haunch  :                       -1.356  2.30     -3.118
DL-Prec. (DC)  :                       -0.276  3.00     -0.827
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.207  3.00     -0.621
DL-Comp. (DW)  :                       -0.114  3.00     -0.343
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 73.77 ft
Prestress      :       3.138  1.80      5.648  2.20      6.903
Self Wt.       :      -1.250  1.85     -2.312  2.40     -2.999
Deck + Haunch  :                       -1.158  2.30     -2.664
DL-Prec. (DC)  :                       -0.235  3.00     -0.706
Diaphragm      :                       -0.005  3.00     -0.016
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.177  3.00     -0.530
DL-Comp. (DW)  :                       -0.098  3.00     -0.293
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 84.40 ft
Prestress      :       2.383  1.80      4.290  2.20      5.243
Self Wt.       :      -0.922  1.85     -1.705  2.40     -2.212
Deck + Haunch  :                       -0.845  2.30     -1.944
DL-Prec. (DC)  :                       -0.172  3.00     -0.515
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.129  3.00     -0.386
DL-Comp. (DW)  :                       -0.071  3.00     -0.213
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 95.03 ft
Prestress      :       1.327  1.80      2.388  2.20      2.919
Self Wt.       :      -0.491  1.85     -0.909  2.40     -1.179
Deck + Haunch  :                       -0.436  2.30     -1.002
DL-Prec. (DC)  :                       -0.089  3.00     -0.266
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.066  3.00     -0.198
DL-Comp. (DW)  :                       -0.036  3.00     -0.109
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
   719.3    51.5  4.838  263.4    4.5   3.84   5260.0  0.037T 1.00       -       -     -     -  
H/2     :   2.59
   797.5    51.5  4.913  263.3    4.6   3.90   5342.8  0.036T 1.00       -       -     -     -  
0.1L    :   9.97
  2836.0    53.1  7.050  260.7    6.5   5.54   7701.6  0.025T 1.00       -       -     -     -  
0.2L    :  20.60
  5180.7    55.3  7.378  260.7    6.8   5.80   8393.8  0.023T 1.00   6378.7  6378.7    1.32    -  
0.3L    :  31.23
  6822.3    57.5  7.378  261.0    6.8   5.81   8760.4  0.023T 1.00   6541.8  6541.8    1.34    -  
0.4L    :  41.87
  7803.7    58.6  7.378  261.2    6.8   5.81   8943.8  0.023T 1.00   6603.0  6603.0    1.35    -  
0.5L    :  52.50
  8100.4    58.6  7.378  261.2    6.8   5.81   8943.8  0.023T 1.00   6557.9  6557.9    1.36    -  
0.6L    :  63.13
  7803.7    58.6  7.378  261.2    6.8   5.81   8943.8  0.023T 1.00   6603.0  6603.0    1.35    -  
0.7L    :  73.77
  6822.3    57.5  7.378  261.0    6.8   5.81   8760.4  0.023T 1.00   6541.8  6541.8    1.34    -  
0.8L    :  84.40
  5180.7    55.3  7.378  260.7    6.8   5.80   8393.8  0.023T 1.00   6378.7  6378.7    1.32    -  
0.9L    :  95.03
  2836.0    53.1  7.050  260.7    6.5   5.54   7701.6  0.025T 1.00       -       -     -     -  
H/2     : 102.41
   797.5    51.5  4.913  263.3    4.6   3.90   5342.8  0.036T 1.00       -       -     -     -  
Transfer: 102.67
   719.3    51.5  4.838  263.4    4.5   3.84   5260.0  0.037T 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 1-17; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.065
        M   2.00 Fb     0.143
 
  2   2 E  50.00 Ft     0.370
        M   6.00 Fb     0.095
 
  3   2 E  48.00 Ft     0.656
        M   4.00 Fb     0.060
 
  4   2 E  46.00 Ft     0.926
        M   2.00 Fb     0.040
 
  5   2 E   6.00 Ft     0.877
        M   6.00 Fb     0.274
 
  6   2 E   6.00 Ft     0.828
        M   6.00 Fb     0.508
 
  7   2 E   6.00 Ft     0.780
        M   6.00 Fb     0.742
 
  8   2 E   4.00 Ft     0.714
        M   4.00 Fb     0.991
 
  9   2 E   4.00 Ft     0.647
        M   4.00 Fb     1.239
 
 10   2 E   4.00 Ft     0.581
        M   4.00 Fb     1.487
 
 11   2 E   4.00 Ft     0.515
        M   4.00 Fb     1.735
 
 12   2 E   4.00 Ft     0.449
        M   4.00 Fb     1.984
 
 13   2 E   2.00 Ft     0.365
        M   2.00 Fb     2.246
 
 14   2 E   2.00 Ft     0.282
        M   2.00 Fb     2.508
 
 15   2 E   2.00 Ft     0.198
        M   2.00 Fb     2.770
 
 16   2 E   2.00 Ft     0.115
        M   2.00 Fb     3.032
 
 17   2 E   2.00 Ft     0.031
        M   2.00 Fb     3.294
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 106.33            Release Length, ft: 106.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  34
No. of strands, Draped:   6           No. of strands, Straight:  28
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  7.81 %               Final losses: 13.11 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.295     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.031       Trans
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  8943.80     8100.45     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.964     Midspan    1.800   0.200     Midspan
    Pre.Top:   4.200   2.723     Midspan    3.150   2.135     Midspan
    Pre.Bot:   4.200   2.592    Transfer    3.150   2.739    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503  -0.010     Bearing
    Pre.Bot:  -0.503  -0.351     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.598     Midspan
    Pre.Bot:                                                             2.800   1.225    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.755  1.80      6.760  2.20      8.262
Self Wt.       :      -1.529  1.85     -2.829  2.40     -3.669
Deck + Haunch  :                       -1.426  2.30     -3.279
DL-Prec. (DC)  :                       -0.290  3.00     -0.869
Diaphragm      :                       -0.007  3.00     -0.020
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.218  3.00     -0.653
DL-Comp. (DW)  :                       -0.120  3.00     -0.360
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  105.00
     DC  Line       0.087      0.00       0.087  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.333 ft
Release length = 106.333 ft
Design  length = 105.000 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)  : 0.733   (Calculated)    
Live Moment (1  lane  loaded)  : 0.504   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.159   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.927   (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           1478.1 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           708157 in4#
Ht. of c.g.           =        24.64 in             41.25 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 = 0.8314

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     9.97    20.60    31.23    41.87    52.50
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    756.7    784.5    784.5    784.5    784.5    784.5    784.5    784.5
  Yb      ,  in    24.50    24.01    24.01    23.94    23.84    23.73    23.68    23.68
  MI(Ixx) , in4   287264   292407   292458   293998   296504   299345   300892   300892
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1485.6   1511.7   1511.7   1511.7   1511.7   1511.7   1511.7   1511.7
  Yb      ,  in    41.10    40.57    40.57    40.53    40.48    40.43    40.41    40.41
  MI(Ixx) , in4   714831   738638   738747   741908   746742   751899   754599   754599

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 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           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  34 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 37.22 ft from member end )
END PATTERN (Ycg = 11.41 in):
    12 @  2.000 in    10 @  4.000 in     6 @  6.000 in     2 @ 46.000 in
     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    10 @  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     =    7.38 in2      Initial Pull          =     1446.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.849 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.811 ft
Holddown Force        =  25.023 kips     Beam Shrtng (PL/AE)   =      0.482 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)       
--------------------------------------------------------------------------------------
      3617.494         740 2676.946     20.479 82940.148  1211.088     673.081        
 
 
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     11.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      17.6670     27.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      27.6670     78.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      78.6663     88.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      88.6663     94.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      94.6663    100.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     100.6663    104.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00     104.1663    104.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50     104.5833    105.7500    Yes
      2      US#6[M19]       60.00        0.88       2.75     105.7500    106.2083    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 106.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.3780 in2       Ycg =  3.65 in
         P_init    =     1446.2 kips  Ecc = 20.99 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.30 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.619 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.39 ksi    0.00 ksi
    due to Composite Loads                                 -2.06 ksi    0.00 ksi
    due to Live Loads                                      -5.76 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.80 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.30 ksi  ( 7.81 %)            10.56 ksi ( 5.39 %)
Total Prestress Losses                                    25.86 ksi (13.19 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.2 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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    93.4   103.6   369.4   678.1   898.6  1030.8  1074.9
(Max)       V      41.0    39.1    38.9    33.2    24.9    16.6     8.3     0.0
DL-Prec.  : M       0.0    14.6    16.2    57.8   106.2   140.7   161.4   168.3
DC(Max)     V       6.4     6.1     6.1     5.2     3.9     2.6     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
Deck +    : M       0.0   109.5   121.4   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.6    38.9    29.2    19.4     9.7     0.0
Diaphragm : M       0.0     0.6     0.6     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    35.5    39.3   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    21.7    77.3   142.0   188.1   215.8   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   200.9   222.7   790.0  1436.7  1881.1  2145.5  2217.1
            V     140.1   135.8   135.3   121.6   102.6    83.6    57.2    11.1
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   140.1   135.8   135.3   121.6   103.9    86.9    70.8    55.4
            M       0.0   207.6   230.0   790.0  1353.6  1717.5  1874.1  1839.1
Total     : M+      0.0   474.0   525.5  1870.0  3419.8  4509.9  5162.9  5365.8
            V     259.8   250.1   249.1   218.6   175.4   132.3    81.7    11.4
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   259.8   250.1   249.1   218.6   176.7   135.6    95.2    55.6
            M       0.0   480.8   532.8  1870.0  3336.6  4346.4  4891.5  4987.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.41  102.67  105.00
Self wt.  : M    1030.8   898.6   678.1   369.4   103.6    93.4     0.0
(Max)       V       8.3    16.6    24.9    33.2    38.9    39.1    41.0
DL-Prec.  : M     161.4   140.7   106.2    57.8    16.2    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
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    1207.7  1052.7   794.4   432.8   121.4   109.5     0.0
Haunch (Max)V       9.7    19.4    29.2    38.9    45.6    45.8    48.0
Diaphragm : M      10.5     7.8     5.2     2.5     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     391.2   341.0   257.3   140.2    39.3    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M     215.8   188.1   142.0    77.3    21.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
LL + I    : M+   2145.5  1881.1  1436.7   790.0   222.7   200.9     0.0
            V      57.2    83.6   102.6   121.6   135.3   135.8   140.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    70.8    86.9   103.9   121.6   135.3   135.8   140.1
            M    1874.1  1717.5  1353.6   790.0   230.0   207.6    -0.0
Total     : M+   5162.9  4509.9  3419.8  1870.0   525.5   474.0     0.0
            V      81.7   132.3   175.4   218.6   249.1   250.1   259.8
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    95.2   135.6   176.7   218.6   249.1   250.1   259.8
            M    4891.5  4346.4  3336.6  1870.0   532.8   480.8    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.0             41.0
Deck+Haunch            48.0             48.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.4              6.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.7             77.7
DL-Comp.(DW)           42.9             42.9
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, 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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    93.4   103.6   369.4   678.1   898.6  1030.8  1074.9
(Max)       V      41.0    39.1    38.9    33.2    24.9    16.6     8.3     0.0
DL-Prec.  : M       0.0    14.6    16.2    57.8   106.2   140.7   161.4   168.3
DC(Max)     V       6.4     6.1     6.1     5.2     3.9     2.6     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
Deck +    : M       0.0   109.5   121.4   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.6    38.9    29.2    19.4     9.7     0.0
Diaphragm : M       0.0     0.6     0.6     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    35.5    39.3   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    21.7    77.3   142.0   188.1   215.8   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   160.7   178.2   632.0  1149.4  1504.9  1716.4  1773.7
            V     112.1   108.6   108.2    97.3    82.1    66.9    45.8     8.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.1   108.6   108.2    97.3    83.1    69.5    56.6    44.3
            M       0.0   166.1   184.0   632.0  1082.9  1374.0  1499.3  1471.3
Total     : M+      0.0   433.8   481.0  1712.0  3132.4  4133.7  4733.8  4922.4
            V     231.8   223.0   222.0   194.3   154.9   115.5    70.2     9.1
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   231.8   223.0   222.0   194.3   155.9   118.2    81.0    44.5
            M       0.0   439.2   486.8  1712.0  3065.9  4002.9  4516.7  4620.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.41  102.67  105.00
Self wt.  : M    1030.8   898.6   678.1   369.4   103.6    93.4     0.0
(Max)       V       8.3    16.6    24.9    33.2    38.9    39.1    41.0
DL-Prec.  : M     161.4   140.7   106.2    57.8    16.2    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
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    1207.7  1052.7   794.4   432.8   121.4   109.5     0.0
Haunch (Max)V       9.7    19.4    29.2    38.9    45.6    45.8    48.0
Diaphragm : M      10.5     7.8     5.2     2.5     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     391.2   341.0   257.3   140.2    39.3    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M     215.8   188.1   142.0    77.3    21.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
LL + I    : M+   1716.4  1504.9  1149.4   632.0   178.2   160.7     0.0
            V      45.8    66.9    82.1    97.3   108.2   108.6   112.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    56.6    69.5    83.1    97.3   108.2   108.6   112.1
            M    1499.3  1374.0  1082.9   632.0   184.0   166.1    -0.0
Total     : M+   4733.8  4133.7  3132.4  1712.0   481.0   433.8     0.0
            V      70.2   115.5   154.9   194.3   222.0   223.0   231.8
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    81.0   118.2   155.9   194.3   222.0   223.0   231.8
            M    4516.7  4002.9  3065.9  1712.0   486.8   439.2    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   116.8   129.5   461.7   847.6  1123.2  1288.6  1343.7
(Max)       V      51.2    48.9    48.7    41.5    31.1    20.7    10.4     0.0
Self wt.  : M       0.0    84.1    93.2   332.5   610.3   808.7   927.8   967.4
(Min)       V      36.9    35.2    35.0    29.9    22.4    14.9     7.5     0.0
DL-Prec.  : M       0.0    18.3    20.3    72.3   132.7   175.8   201.7   210.4
DC(Max)     V       8.0     7.7     7.6     6.5     4.9     3.2     1.6     0.0
DL-Prec.  : M       0.0    13.2    14.6    52.1    95.5   126.6   145.3   151.5
DC(Min)     V       5.8     5.5     5.5     4.7     3.5     2.3     1.2     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   136.8   151.7   541.0   993.0  1315.9  1509.6  1574.2
Haunch (Max)V      60.0    57.3    57.0    48.6    36.4    24.3    12.1     0.0
Deck +    : M       0.0    98.5   109.2   389.5   714.9   947.4  1086.9  1133.4
Haunch (Min)V      43.2    41.3    41.0    35.0    26.2    17.5     8.7     0.0
Diaphragm : M       0.0     0.7     0.8     3.1     6.4     9.8    13.1    16.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     2.2     4.6     7.0     9.4    11.8
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    44.3    49.1   175.2   321.6   426.2   489.0   509.9
DC(Max)     V      19.4    18.6    18.5    15.7    11.8     7.9     3.9     0.0
DL-Comp   : M       0.0    31.9    35.4   126.2   231.6   306.9   352.1   367.1
DC(Min)     V      14.0    13.4    13.3    11.3     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    29.3    32.5   116.0   213.0   282.2   323.8   337.6
DW(Max)     V      12.9    12.3    12.2    10.4     7.8     5.2     2.6     0.0
DL-Comp   : M       0.0    12.7    14.1    50.3    92.3   122.3   140.3   146.3
DW(Min)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   351.6   389.7  1382.5  2514.3  3291.9  3754.6  3880.0
            V     245.2   237.6   236.7   212.8   179.6   146.3   100.1    19.4
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   245.2   237.6   236.7   212.8   181.8   152.1   123.8    96.9
            M       0.0   363.4   402.4  1382.5  2368.8  3005.6  3279.7  3218.4
Total     : M+      0.0   697.8   773.7  2751.8  5028.6  6625.0  7580.3  7872.1
            V     396.9   382.6   381.0   335.8   271.9   208.0   131.1    19.7
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   396.9   382.6   381.0   335.8   274.1   213.8   154.8    97.2
            M       0.0   709.7   786.4  2751.8  4883.1  6338.7  7105.4  7210.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.41  102.67  105.00
Self wt.  : M    1288.6  1123.2   847.6   461.7   129.5   116.8     0.0
(Max)       V      10.4    20.7    31.1    41.5    48.7    48.9    51.2
Self wt.  : M     927.8   808.7   610.3   332.5    93.2    84.1     0.0
(Min)       V       7.5    14.9    22.4    29.9    35.0    35.2    36.9
DL-Prec.  : M     201.7   175.8   132.7    72.3    20.3    18.3     0.0
DC(Max)     V       1.6     3.2     4.9     6.5     7.6     7.7     8.0
DL-Prec.  : M     145.3   126.6    95.5    52.1    14.6    13.2     0.0
DC(Min)     V       1.2     2.3     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1509.6  1315.9   993.0   541.0   151.7   136.8     0.0
Haunch (Max)V      12.1    24.3    36.4    48.6    57.0    57.3    60.0
Deck +    : M    1086.9   947.4   714.9   389.5   109.2    98.5     0.0
Haunch (Min)V       8.7    17.5    26.2    35.0    41.0    41.3    43.2
Diaphragm : M      13.1     9.8     6.4     3.1     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.4     7.0     4.6     2.2     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     489.0   426.2   321.6   175.2    49.1    44.3     0.0
DC(Max)     V       3.9     7.9    11.8    15.7    18.5    18.6    19.4
DL-Comp   : M     352.1   306.9   231.6   126.2    35.4    31.9     0.0
DC(Min)     V       2.8     5.7     8.5    11.3    13.3    13.4    14.0
DL-Comp   : M     323.8   282.2   213.0   116.0    32.5    29.3     0.0
DW(Max)     V       2.6     5.2     7.8    10.4    12.2    12.3    12.9
DL-Comp   : M     140.3   122.3    92.3    50.3    14.1    12.7     0.0
DW(Min)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   3754.6  3291.9  2514.3  1382.5   389.7   351.6     0.0
            V     100.1   146.3   179.6   212.8   236.7   237.6   245.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   123.8   152.1   181.8   212.8   236.7   237.6   245.2
            M    3279.7  3005.6  2368.8  1382.5   402.4   363.4    -0.0
Total     : M+   7580.3  6625.0  5028.6  2751.8   773.7   697.8     0.0
            V     131.1   208.0   271.9   335.8   381.0   382.6   396.9
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   154.8   213.8   274.1   335.8   381.0   382.6   396.9
            M    7105.4  6338.7  4883.1  2751.8   786.4   709.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               51.2             51.2
Deck+Haunch            60.0             60.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.0              8.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           97.1             97.1
DL-Comp.(DW)           64.3             64.3
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    93.4   103.6   369.4   678.1   898.6  1030.8  1074.9
(Max)       V      41.0    39.1    38.9    33.2    24.9    16.6     8.3     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    14.6    16.2    57.8   106.2   140.7   161.4   168.3
DC(Max)     V       6.4     6.1     6.1     5.2     3.9     2.6     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   109.5   121.4   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.6    38.9    29.2    19.4     9.7     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     2.5     5.2     7.8    10.5    13.1
(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    35.5    39.3   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    19.6    21.7    77.3   142.0   188.1   215.8   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     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   135.9   150.6   528.3   941.7  1228.3  1377.9  1372.2
            V     111.1   107.9   107.6    97.6    84.2    64.1    50.6    22.5
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   111.1   107.9   107.6    97.6    84.2    70.7    57.3    43.9
            M       0.0   135.9   150.6   528.3   941.7  1199.8  1302.8  1250.6
Total     : M+      0.0   409.0   453.4  1608.3  2924.7  3857.2  4395.3  4520.9
            V     230.8   222.3   221.4   194.6   157.0   112.7    75.1    22.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   230.8   222.3   221.4   194.6   157.0   119.4    81.7    44.1
            M       0.0   409.0   453.4  1608.3  2924.7  3828.7  4320.2  4399.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.41  102.67  105.00
Self wt.  : M    1030.8   898.6   678.1   369.4   103.6    93.4     0.0
(Max)       V       8.3    16.6    24.9    33.2    38.9    39.1    41.0
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     161.4   140.7   106.2    57.8    16.2    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
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    1207.7  1052.7   794.4   432.8   121.4   109.5     0.0
Haunch (Max)V       9.7    19.4    29.2    38.9    45.6    45.8    48.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      10.5     7.8     5.2     2.5     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     391.2   341.0   257.3   140.2    39.3    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
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     215.8   188.1   142.0    77.3    21.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
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+   1377.9  1228.3   941.7   528.3   150.6   135.9     0.0
            V      50.6    64.1    84.2    97.6   107.6   107.9   111.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.3    70.7    84.2    97.6   107.6   107.9   111.1
            M    1302.8  1199.8   941.7   528.3   150.6   135.9     0.0
Total     : M+   4395.3  3857.2  2924.7  1608.3   453.4   409.0     0.0
            V      75.1   112.7   157.0   194.6   221.4   222.3   230.8
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    81.7   119.4   157.0   194.6   221.4   222.3   230.8
            M    4320.2  3828.7  2924.7  1608.3   453.4   409.0     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   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.149   0.487   0.861   1.124   1.280   1.333   1.214 
Bottom        -0.119  -0.388  -0.681  -0.881  -1.000  -1.041  -0.951 
 
Prestress
Precast-top   -0.118  -0.337  -0.637  -0.932  -1.076  -1.076  -1.076 
Bottom         3.414   3.579   3.804   4.020   4.124   4.124   4.124 
 
Total
Precast-top    0.031   0.150   0.224   0.192   0.203   0.257   0.138 
Bottom         3.295   3.192   3.123   3.139   3.125   3.083   3.174 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.64 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.018   0.064   0.116   0.153   0.175   0.183 
Precast-top   -0.010   0.177   0.201   0.811   1.463   1.848   2.105   2.238 
Bottom         0.688   2.731   2.709   2.142   1.535   1.172   0.936   0.820 
 

 
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   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.149   0.487   0.861   1.124   1.280   1.333   1.214 
Bottom        -0.119  -0.388  -0.681  -0.881  -1.000  -1.041  -0.951 
 
Prestress
Precast-top   -0.118  -0.337  -0.637  -0.932  -1.076  -1.076  -1.076 
Bottom         3.414   3.579   3.804   4.020   4.124   4.124   4.124 
 
Total
Precast-top    0.031   0.150   0.224   0.192   0.203   0.257   0.138 
Bottom         3.295   3.192   3.123   3.139   3.125   3.083   3.174 
 
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 = 12.64 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    9.97   20.60   31.23   41.87   52.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.048   0.053   0.186   0.332   0.432   0.485   0.488 
Precast-top   -0.005   0.118   0.133   0.521   0.936   1.190   1.350   1.416 
Bottom         0.344   1.276   1.255   0.725   0.155  -0.206  -0.417  -0.472 
 

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
    396.9    6.5   58.7    0.882   4.9   6.00e-3 50.0    408.5     1.670    3.017      0.00
      0.0    0.8   58.3     42.0 0.164      27.7 0.87    12.00     0.109    1.515 
Transfer:   3.00
    382.6    6.5   58.7    3.968  21.9  -0.01e-3 29.0    253.7     0.493    1.760      0.00
    709.7    3.4   57.0    189.0 0.156     149.5 4.83    12.00     0.109    1.576 
Critical:   5.40
    367.8    6.5   58.7    4.543  21.9  -0.04e-3 28.9    233.8     0.454    1.760      0.00
   1360.4    3.8   56.8    189.0 0.150     153.0 4.96    12.00     0.109    1.633 
0.1L    :  10.63
    335.8    6.5   58.7    5.786  21.9  -0.05e-3 28.8    198.9     0.389    0.827      0.00
   2751.8    4.9   56.2    189.0 0.137     152.3 4.98    12.00     0.109    1.599 
0.2L    :  21.27
    274.1    6.5   55.3    7.378  21.9  -0.01e-3 29.0    144.3     0.303    0.496      0.00
   4883.1    5.1   52.7    189.0 0.118     138.3 4.83    24.00     0.109    1.301 
0.3L    :  31.90
    213.8    6.5   57.5    7.378  21.9   0.87e-3 32.0    128.8     0.293    0.413      0.00
   6338.7    5.1   54.9    189.0 0.086      86.9 2.91    24.00     0.109    1.222 
0.4L    :  42.53
    154.8    6.5   58.6    7.378   0.0   1.34e-3 33.7     99.1     0.236    0.413      0.00
   7105.4    5.1   56.0    189.0 0.067      72.9 2.39    24.00     0.109    1.434 
0.5L    :  53.17
     97.2    6.5   58.6    7.378   0.0   1.17e-3 33.1     30.2     0.109    0.413      0.00
   7210.6    5.1   56.0    189.0 0.042      77.8 2.55    24.00     0.109    2.364 
0.6L    :  63.80
    154.8    6.5   58.6    7.378   0.0   1.34e-3 33.7     99.1     0.236    0.413      0.00
   7105.4    5.1   56.0    189.0 0.067      72.9 2.39    24.00     0.109    1.434 
0.7L    :  74.43
    213.8    6.5   57.5    7.378  21.9   0.87e-3 32.0    128.8     0.293    0.413      0.00
   6338.7    5.1   54.9    189.0 0.086      86.9 2.91    24.00     0.109    1.222 
0.8L    :  85.07
    274.1    6.5   55.3    7.378  21.9  -0.01e-3 29.0    144.3     0.303    0.496      0.00
   4883.1    5.1   52.7    189.0 0.118     138.3 4.83    24.00     0.109    1.301 
0.9L    :  95.70
    335.8    6.5   58.7    5.786  21.9  -0.05e-3 28.8    198.9     0.389    0.827      0.00
   2751.8    4.9   56.2    189.0 0.137     152.3 4.98    12.00     0.109    1.599 
Critical: 100.94
    367.8    6.5   58.7    4.543  21.9  -0.04e-3 28.9    233.8     0.454    1.760      0.00
   1360.4    3.8   56.8    189.0 0.150     153.0 4.96    12.00     0.109    1.633 
Transfer: 103.33
    382.6    6.5   58.7    3.968  21.9  -0.01e-3 29.0    253.7     0.493    1.760      0.00
    709.7    3.4   57.0    189.0 0.156     149.5 4.83    12.00     0.109    1.576 
Bearing : 105.67
    396.9    6.5   58.7    0.882   4.9   6.00e-3 50.0    408.5     1.670    3.017      0.00
      0.0    0.8   58.3     42.0 0.164      27.7 0.87    12.00     0.109    1.515 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1446.24
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.89
 
 
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
    396.9      7.57     58.68    0.76       58.30    24.00      0.300      1.772      0.000      3.017 
Transfer:      2.33
    382.6      7.46     58.68    3.37       56.99    24.00      0.300      1.737      0.000      1.760 
Critical:      4.73
    367.9      7.20     58.68    3.85       56.75    24.00      0.300      1.651      0.000      1.760 
0.1L    :      9.97
    335.8      6.63     58.68    4.87       56.24    24.00      0.300      1.462      0.000      0.827 
0.2L    :     20.60
    274.1      5.78     55.28    5.12       52.72    24.00      0.300      1.176      0.000      0.496 
0.3L    :     31.23
    213.8      4.32     57.49    5.12       54.93    24.00      0.300      0.691      0.000      0.413 
0.4L    :     41.87
    154.8      3.07     58.60    5.13       56.04    24.00      0.300      0.273      0.000      0.413 
0.5L    :     52.50
     97.2      1.93     58.60    5.13       56.04    24.00      0.300      0.000      0.000      0.413 
0.6L    :     63.13
    154.8      3.07     58.60    5.13       56.04    24.00      0.300      0.273      0.000      0.413 
0.7L    :     73.77
    213.8      4.32     57.49    5.12       54.93    24.00      0.300      0.691      0.000      0.413 
0.8L    :     84.40
    274.1      5.78     55.28    5.12       52.72    24.00      0.300      1.176      0.000      0.496 
0.9L    :     95.03
    335.8      6.63     58.68    4.87       56.24    24.00      0.300      1.462      0.000      0.827 
Critical:    100.27
    367.9      7.20     58.68    3.85       56.75    24.00      0.300      1.651      0.000      1.760 
Transfer:    102.67
    382.6      7.46     58.68    3.37       56.99    24.00      0.300      1.737      0.000      1.760 
Bearing :    105.00
    396.9      7.57     58.68    0.76       58.30    24.00      0.300      1.772      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 = 9.97 ft
Prestress      :       1.327  1.80      2.388  2.20      2.919
Self Wt.       :      -0.491  1.85     -0.909  2.40     -1.179
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          :       0.836            1.480            1.740
 
At 0.2 x L = 20.60 ft
Prestress      :       2.383  1.80      4.290  2.20      5.243
Self Wt.       :      -0.922  1.85     -1.705  2.40     -2.212
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          :       1.462            2.585            3.031
 
At 0.3 x L = 31.23 ft
Prestress      :       3.138  1.80      5.648  2.20      6.903
Self Wt.       :      -1.250  1.85     -2.312  2.40     -2.999
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          :       1.888            3.336            3.904
 
At 0.4 x L = 41.87 ft
Prestress      :       3.595  1.80      6.470  2.20      7.908
Self Wt.       :      -1.456  1.85     -2.694  2.40     -3.494
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          :       2.139            3.776            4.413
 
At 0.5 x L = 52.50 ft
Prestress      :       3.755  1.80      6.760  2.20      8.262
Self Wt.       :      -1.529  1.85     -2.829  2.40     -3.669
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          :       2.226            3.931            4.592
 
At 0.6 x L = 63.13 ft
Prestress      :       3.595  1.80      6.470  2.20      7.908
Self Wt.       :      -1.456  1.85     -2.694  2.40     -3.494
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          :       2.139            3.776            4.413
 
At 0.7 x L = 73.77 ft
Prestress      :       3.138  1.80      5.648  2.20      6.903
Self Wt.       :      -1.250  1.85     -2.312  2.40     -2.999
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          :       1.888            3.336            3.904
 
At 0.8 x L = 84.40 ft
Prestress      :       2.383  1.80      4.290  2.20      5.243
Self Wt.       :      -0.922  1.85     -1.705  2.40     -2.212
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          :       1.462            2.585            3.031
 
At 0.9 x L = 95.03 ft
Prestress      :       1.327  1.80      2.388  2.20      2.919
Self Wt.       :      -0.491  1.85     -0.909  2.40     -1.179
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          :       0.836            1.480            1.740
 

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
   697.8    51.5  4.818  264.2    4.0   3.37   5280.2  0.043T 1.00       -       -     -     -  
H/2     :   2.59
   773.7    51.5  4.894  264.1    4.0   3.42   5364.1  0.042T 1.00       -       -     -     -  
0.1L    :   9.97
  2751.8    53.1  7.026  261.8    5.7   4.87   7760.4  0.029T 1.00       -       -     -     -  
0.2L    :  20.60
  5028.6    55.3  7.378  261.8    6.0   5.12   8484.3  0.027T 1.00    797.0   797.0   10.64    -  
0.3L    :  31.23
  6625.0    57.5  7.378  262.1    6.0   5.12   8851.3  0.027T 1.00    578.3   578.3   15.31    -  
0.4L    :  41.87
  7580.3    58.6  7.378  262.2    6.0   5.13   9034.8  0.027T 1.00    448.5   448.5   20.14    -  
0.5L    :  52.50
  7872.1    58.6  7.378  262.2    6.0   5.13   9034.8  0.027T 1.00    399.0   399.0   22.64    -  
0.6L    :  63.13
  7580.3    58.6  7.378  262.2    6.0   5.13   9034.8  0.027T 1.00    448.5   448.5   20.14    -  
0.7L    :  73.77
  6625.0    57.5  7.378  262.1    6.0   5.12   8851.3  0.027T 1.00    578.3   578.3   15.31    -  
0.8L    :  84.40
  5028.6    55.3  7.378  261.8    6.0   5.12   8484.3  0.027T 1.00    797.0   797.0   10.64    -  
0.9L    :  95.03
  2751.8    53.1  7.026  261.8    5.7   4.87   7760.4  0.029T 1.00       -       -     -     -  
H/2     : 102.41
   773.7    51.5  4.894  264.1    4.0   3.42   5364.1  0.042T 1.00       -       -     -     -  
Transfer: 102.67
   697.8    51.5  4.818  264.2    4.0   3.37   5280.2  0.043T 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 1-17; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.065
        M   2.00 Fb     0.143
 
  2   2 E  50.00 Ft     0.370
        M   6.00 Fb     0.095
 
  3   2 E  48.00 Ft     0.656
        M   4.00 Fb     0.060
 
  4   2 E  46.00 Ft     0.926
        M   2.00 Fb     0.040
 
  5   2 E   6.00 Ft     0.877
        M   6.00 Fb     0.274
 
  6   2 E   6.00 Ft     0.828
        M   6.00 Fb     0.508
 
  7   2 E   6.00 Ft     0.780
        M   6.00 Fb     0.742
 
  8   2 E   4.00 Ft     0.714
        M   4.00 Fb     0.991
 
  9   2 E   4.00 Ft     0.647
        M   4.00 Fb     1.239
 
 10   2 E   4.00 Ft     0.581
        M   4.00 Fb     1.487
 
 11   2 E   4.00 Ft     0.515
        M   4.00 Fb     1.735
 
 12   2 E   4.00 Ft     0.449
        M   4.00 Fb     1.984
 
 13   2 E   2.00 Ft     0.365
        M   2.00 Fb     2.246
 
 14   2 E   2.00 Ft     0.282
        M   2.00 Fb     2.508
 
 15   2 E   2.00 Ft     0.198
        M   2.00 Fb     2.770
 
 16   2 E   2.00 Ft     0.115
        M   2.00 Fb     3.032
 
 17   2 E   2.00 Ft     0.031
        M   2.00 Fb     3.294
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 106.33            Release Length, ft: 106.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  34
No. of strands, Draped:   6           No. of strands, Straight:  28
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  7.81 %               Final losses: 13.19 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.295     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.031       Trans
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  9034.83     7872.10     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   0.183     Midspan
    Pre.Top:   4.200  -0.000     Bearing    3.150   2.238     Midspan
    Pre.Bot:   4.200  -0.000     Bearing    3.150   2.731    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503  -0.000     Bearing
    Pre.Bot:  -0.503  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.416     Midspan
    Pre.Bot:                                                             2.800   1.276    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.755  1.80      6.760  2.20      8.262
Self Wt.       :      -1.529  1.85     -2.829  2.40     -3.669
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          :       2.226            3.931            4.592
 
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  105.00
     DC  Line       0.087      0.00       0.087  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.333 ft
Release length = 106.333 ft
Design  length = 105.000 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)  : 0.733   (Calculated)    
Live Moment (1  lane  loaded)  : 0.504   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.159   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.927   (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           1478.1 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           708157 in4#
Ht. of c.g.           =        24.64 in             41.25 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 = 0.8314

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     9.97    20.60    31.23    41.87    52.50
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    756.7    784.5    784.5    784.5    784.5    784.5    784.5    784.5
  Yb      ,  in    24.50    24.01    24.01    23.94    23.84    23.73    23.68    23.68
  MI(Ixx) , in4   287264   292407   292458   293998   296504   299345   300892   300892
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1485.6   1511.7   1511.7   1511.7   1511.7   1511.7   1511.7   1511.7
  Yb      ,  in    41.10    40.57    40.57    40.53    40.48    40.43    40.41    40.41
  MI(Ixx) , in4   714831   738638   738747   741908   746742   751899   754599   754599

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 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           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  34 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 37.22 ft from member end )
END PATTERN (Ycg = 11.41 in):
    12 @  2.000 in    10 @  4.000 in     6 @  6.000 in     2 @ 46.000 in
     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    10 @  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     =    7.38 in2      Initial Pull          =     1446.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.849 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.811 ft
Holddown Force        =  25.023 kips     Beam Shrtng (PL/AE)   =      0.482 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)       
--------------------------------------------------------------------------------------
      3617.494         740 2676.946     20.479 82940.148  1211.088     673.081        
 
 
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     11.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      17.6670     27.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      27.6670     78.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      78.6663     88.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      88.6663     94.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      94.6663    100.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     100.6663    104.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00     104.1663    104.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50     104.5833    105.7500    Yes
      2      US#6[M19]       60.00        0.88       2.75     105.7500    106.2083    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 106.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.3780 in2       Ycg =  3.65 in
         P_init    =     1446.2 kips  Ecc = 20.99 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.30 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.619 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.39 ksi    0.00 ksi
    due to Composite Loads                                 -2.06 ksi    0.00 ksi
    due to Live Loads                                      -5.76 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.80 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.30 ksi  ( 7.81 %)            10.56 ksi ( 5.39 %)
Total Prestress Losses                                    25.86 ksi (13.19 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.2 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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    93.4   103.6   369.4   678.1   898.6  1030.8  1074.9
(Max)       V      41.0    39.1    38.9    33.2    24.9    16.6     8.3     0.0
DL-Prec.  : M       0.0    14.6    16.2    57.8   106.2   140.7   161.4   168.3
DC(Max)     V       6.4     6.1     6.1     5.2     3.9     2.6     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
Deck +    : M       0.0   109.5   121.4   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.6    38.9    29.2    19.4     9.7     0.0
Diaphragm : M       0.0     0.6     0.6     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    35.5    39.3   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    21.7    77.3   142.0   188.1   215.8   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   200.9   222.7   790.0  1436.7  1881.1  2145.5  2217.1
            V     140.1   135.8   135.3   121.6   102.6    83.6    57.2    11.1
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   140.1   135.8   135.3   121.6   103.9    86.9    70.8    55.4
            M       0.0   207.6   230.0   790.0  1353.6  1717.5  1874.1  1839.1
Total     : M+      0.0   474.0   525.5  1870.0  3419.8  4509.9  5162.9  5365.8
            V     259.8   250.1   249.1   218.6   175.4   132.3    81.7    11.4
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   259.8   250.1   249.1   218.6   176.7   135.6    95.2    55.6
            M       0.0   480.8   532.8  1870.0  3336.6  4346.4  4891.5  4987.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.41  102.67  105.00
Self wt.  : M    1030.8   898.6   678.1   369.4   103.6    93.4     0.0
(Max)       V       8.3    16.6    24.9    33.2    38.9    39.1    41.0
DL-Prec.  : M     161.4   140.7   106.2    57.8    16.2    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
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    1207.7  1052.7   794.4   432.8   121.4   109.5     0.0
Haunch (Max)V       9.7    19.4    29.2    38.9    45.6    45.8    48.0
Diaphragm : M      10.5     7.8     5.2     2.5     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     391.2   341.0   257.3   140.2    39.3    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M     215.8   188.1   142.0    77.3    21.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
LL + I    : M+   2145.5  1881.1  1436.7   790.0   222.7   200.9     0.0
            V      57.2    83.6   102.6   121.6   135.3   135.8   140.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    70.8    86.9   103.9   121.6   135.3   135.8   140.1
            M    1874.1  1717.5  1353.6   790.0   230.0   207.6    -0.0
Total     : M+   5162.9  4509.9  3419.8  1870.0   525.5   474.0     0.0
            V      81.7   132.3   175.4   218.6   249.1   250.1   259.8
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    95.2   135.6   176.7   218.6   249.1   250.1   259.8
            M    4891.5  4346.4  3336.6  1870.0   532.8   480.8    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.0             41.0
Deck+Haunch            48.0             48.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.4              6.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.7             77.7
DL-Comp.(DW)           42.9             42.9
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, 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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    93.4   103.6   369.4   678.1   898.6  1030.8  1074.9
(Max)       V      41.0    39.1    38.9    33.2    24.9    16.6     8.3     0.0
DL-Prec.  : M       0.0    14.6    16.2    57.8   106.2   140.7   161.4   168.3
DC(Max)     V       6.4     6.1     6.1     5.2     3.9     2.6     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
Deck +    : M       0.0   109.5   121.4   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.6    38.9    29.2    19.4     9.7     0.0
Diaphragm : M       0.0     0.6     0.6     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    35.5    39.3   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    21.7    77.3   142.0   188.1   215.8   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   160.7   178.2   632.0  1149.4  1504.9  1716.4  1773.7
            V     112.1   108.6   108.2    97.3    82.1    66.9    45.8     8.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.1   108.6   108.2    97.3    83.1    69.5    56.6    44.3
            M       0.0   166.1   184.0   632.0  1082.9  1374.0  1499.3  1471.3
Total     : M+      0.0   433.8   481.0  1712.0  3132.4  4133.7  4733.8  4922.4
            V     231.8   223.0   222.0   194.3   154.9   115.5    70.2     9.1
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   231.8   223.0   222.0   194.3   155.9   118.2    81.0    44.5
            M       0.0   439.2   486.8  1712.0  3065.9  4002.9  4516.7  4620.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.41  102.67  105.00
Self wt.  : M    1030.8   898.6   678.1   369.4   103.6    93.4     0.0
(Max)       V       8.3    16.6    24.9    33.2    38.9    39.1    41.0
DL-Prec.  : M     161.4   140.7   106.2    57.8    16.2    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
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    1207.7  1052.7   794.4   432.8   121.4   109.5     0.0
Haunch (Max)V       9.7    19.4    29.2    38.9    45.6    45.8    48.0
Diaphragm : M      10.5     7.8     5.2     2.5     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     391.2   341.0   257.3   140.2    39.3    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M     215.8   188.1   142.0    77.3    21.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
LL + I    : M+   1716.4  1504.9  1149.4   632.0   178.2   160.7     0.0
            V      45.8    66.9    82.1    97.3   108.2   108.6   112.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    56.6    69.5    83.1    97.3   108.2   108.6   112.1
            M    1499.3  1374.0  1082.9   632.0   184.0   166.1    -0.0
Total     : M+   4733.8  4133.7  3132.4  1712.0   481.0   433.8     0.0
            V      70.2   115.5   154.9   194.3   222.0   223.0   231.8
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    81.0   118.2   155.9   194.3   222.0   223.0   231.8
            M    4516.7  4002.9  3065.9  1712.0   486.8   439.2    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   116.8   129.5   461.7   847.6  1123.2  1288.6  1343.7
(Max)       V      51.2    48.9    48.7    41.5    31.1    20.7    10.4     0.0
Self wt.  : M       0.0    84.1    93.2   332.5   610.3   808.7   927.8   967.4
(Min)       V      36.9    35.2    35.0    29.9    22.4    14.9     7.5     0.0
DL-Prec.  : M       0.0    18.3    20.3    72.3   132.7   175.8   201.7   210.4
DC(Max)     V       8.0     7.7     7.6     6.5     4.9     3.2     1.6     0.0
DL-Prec.  : M       0.0    13.2    14.6    52.1    95.5   126.6   145.3   151.5
DC(Min)     V       5.8     5.5     5.5     4.7     3.5     2.3     1.2     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   136.8   151.7   541.0   993.0  1315.9  1509.6  1574.2
Haunch (Max)V      60.0    57.3    57.0    48.6    36.4    24.3    12.1     0.0
Deck +    : M       0.0    98.5   109.2   389.5   714.9   947.4  1086.9  1133.4
Haunch (Min)V      43.2    41.3    41.0    35.0    26.2    17.5     8.7     0.0
Diaphragm : M       0.0     0.7     0.8     3.1     6.4     9.8    13.1    16.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     2.2     4.6     7.0     9.4    11.8
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    44.3    49.1   175.2   321.6   426.2   489.0   509.9
DC(Max)     V      19.4    18.6    18.5    15.7    11.8     7.9     3.9     0.0
DL-Comp   : M       0.0    31.9    35.4   126.2   231.6   306.9   352.1   367.1
DC(Min)     V      14.0    13.4    13.3    11.3     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    29.3    32.5   116.0   213.0   282.2   323.8   337.6
DW(Max)     V      12.9    12.3    12.2    10.4     7.8     5.2     2.6     0.0
DL-Comp   : M       0.0    12.7    14.1    50.3    92.3   122.3   140.3   146.3
DW(Min)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   351.6   389.7  1382.5  2514.3  3291.9  3754.6  3880.0
            V     245.2   237.6   236.7   212.8   179.6   146.3   100.1    19.4
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   245.2   237.6   236.7   212.8   181.8   152.1   123.8    96.9
            M       0.0   363.4   402.4  1382.5  2368.8  3005.6  3279.7  3218.4
Total     : M+      0.0   697.8   773.7  2751.8  5028.6  6625.0  7580.3  7872.1
            V     396.9   382.6   381.0   335.8   271.9   208.0   131.1    19.7
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   396.9   382.6   381.0   335.8   274.1   213.8   154.8    97.2
            M       0.0   709.7   786.4  2751.8  4883.1  6338.7  7105.4  7210.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.41  102.67  105.00
Self wt.  : M    1288.6  1123.2   847.6   461.7   129.5   116.8     0.0
(Max)       V      10.4    20.7    31.1    41.5    48.7    48.9    51.2
Self wt.  : M     927.8   808.7   610.3   332.5    93.2    84.1     0.0
(Min)       V       7.5    14.9    22.4    29.9    35.0    35.2    36.9
DL-Prec.  : M     201.7   175.8   132.7    72.3    20.3    18.3     0.0
DC(Max)     V       1.6     3.2     4.9     6.5     7.6     7.7     8.0
DL-Prec.  : M     145.3   126.6    95.5    52.1    14.6    13.2     0.0
DC(Min)     V       1.2     2.3     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1509.6  1315.9   993.0   541.0   151.7   136.8     0.0
Haunch (Max)V      12.1    24.3    36.4    48.6    57.0    57.3    60.0
Deck +    : M    1086.9   947.4   714.9   389.5   109.2    98.5     0.0
Haunch (Min)V       8.7    17.5    26.2    35.0    41.0    41.3    43.2
Diaphragm : M      13.1     9.8     6.4     3.1     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.4     7.0     4.6     2.2     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     489.0   426.2   321.6   175.2    49.1    44.3     0.0
DC(Max)     V       3.9     7.9    11.8    15.7    18.5    18.6    19.4
DL-Comp   : M     352.1   306.9   231.6   126.2    35.4    31.9     0.0
DC(Min)     V       2.8     5.7     8.5    11.3    13.3    13.4    14.0
DL-Comp   : M     323.8   282.2   213.0   116.0    32.5    29.3     0.0
DW(Max)     V       2.6     5.2     7.8    10.4    12.2    12.3    12.9
DL-Comp   : M     140.3   122.3    92.3    50.3    14.1    12.7     0.0
DW(Min)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   3754.6  3291.9  2514.3  1382.5   389.7   351.6     0.0
            V     100.1   146.3   179.6   212.8   236.7   237.6   245.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   123.8   152.1   181.8   212.8   236.7   237.6   245.2
            M    3279.7  3005.6  2368.8  1382.5   402.4   363.4    -0.0
Total     : M+   7580.3  6625.0  5028.6  2751.8   773.7   697.8     0.0
            V     131.1   208.0   271.9   335.8   381.0   382.6   396.9
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   154.8   213.8   274.1   335.8   381.0   382.6   396.9
            M    7105.4  6338.7  4883.1  2751.8   786.4   709.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               51.2             51.2
Deck+Haunch            60.0             60.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.0              8.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           97.1             97.1
DL-Comp.(DW)           64.3             64.3
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    93.4   103.6   369.4   678.1   898.6  1030.8  1074.9
(Max)       V      41.0    39.1    38.9    33.2    24.9    16.6     8.3     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    14.6    16.2    57.8   106.2   140.7   161.4   168.3
DC(Max)     V       6.4     6.1     6.1     5.2     3.9     2.6     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   109.5   121.4   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.6    38.9    29.2    19.4     9.7     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     2.5     5.2     7.8    10.5    13.1
(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    35.5    39.3   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    19.6    21.7    77.3   142.0   188.1   215.8   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     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   135.9   150.6   528.3   941.7  1228.3  1377.9  1372.2
            V     111.1   107.9   107.6    97.6    84.2    64.1    50.6    22.5
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   111.1   107.9   107.6    97.6    84.2    70.7    57.3    43.9
            M       0.0   135.9   150.6   528.3   941.7  1199.8  1302.8  1250.6
Total     : M+      0.0   409.0   453.4  1608.3  2924.7  3857.2  4395.3  4520.9
            V     230.8   222.3   221.4   194.6   157.0   112.7    75.1    22.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   230.8   222.3   221.4   194.6   157.0   119.4    81.7    44.1
            M       0.0   409.0   453.4  1608.3  2924.7  3828.7  4320.2  4399.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.41  102.67  105.00
Self wt.  : M    1030.8   898.6   678.1   369.4   103.6    93.4     0.0
(Max)       V       8.3    16.6    24.9    33.2    38.9    39.1    41.0
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     161.4   140.7   106.2    57.8    16.2    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
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    1207.7  1052.7   794.4   432.8   121.4   109.5     0.0
Haunch (Max)V       9.7    19.4    29.2    38.9    45.6    45.8    48.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      10.5     7.8     5.2     2.5     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     391.2   341.0   257.3   140.2    39.3    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
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     215.8   188.1   142.0    77.3    21.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
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+   1377.9  1228.3   941.7   528.3   150.6   135.9     0.0
            V      50.6    64.1    84.2    97.6   107.6   107.9   111.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.3    70.7    84.2    97.6   107.6   107.9   111.1
            M    1302.8  1199.8   941.7   528.3   150.6   135.9     0.0
Total     : M+   4395.3  3857.2  2924.7  1608.3   453.4   409.0     0.0
            V      75.1   112.7   157.0   194.6   221.4   222.3   230.8
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    81.7   119.4   157.0   194.6   221.4   222.3   230.8
            M    4320.2  3828.7  2924.7  1608.3   453.4   409.0     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   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.149   0.487   0.861   1.124   1.280   1.333   1.214 
Bottom        -0.119  -0.388  -0.681  -0.881  -1.000  -1.041  -0.951 
 
Prestress
Precast-top   -0.118  -0.337  -0.637  -0.932  -1.076  -1.076  -1.076 
Bottom         3.414   3.579   3.804   4.020   4.124   4.124   4.124 
 
Total
Precast-top    0.031   0.150   0.224   0.192   0.203   0.257   0.138 
Bottom         3.295   3.192   3.123   3.139   3.125   3.083   3.174 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.64 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.018   0.064   0.116   0.153   0.175   0.183 
Precast-top   -0.010   0.177   0.201   0.811   1.463   1.848   2.105   2.238 
Bottom         0.688   2.731   2.709   2.142   1.535   1.172   0.936   0.820 
 

 
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   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.149   0.487   0.861   1.124   1.280   1.333   1.214 
Bottom        -0.119  -0.388  -0.681  -0.881  -1.000  -1.041  -0.951 
 
Prestress
Precast-top   -0.118  -0.337  -0.637  -0.932  -1.076  -1.076  -1.076 
Bottom         3.414   3.579   3.804   4.020   4.124   4.124   4.124 
 
Total
Precast-top    0.031   0.150   0.224   0.192   0.203   0.257   0.138 
Bottom         3.295   3.192   3.123   3.139   3.125   3.083   3.174 
 
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 = 12.64 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    9.97   20.60   31.23   41.87   52.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.048   0.053   0.186   0.332   0.432   0.485   0.488 
Precast-top   -0.005   0.118   0.133   0.521   0.936   1.190   1.350   1.416 
Bottom         0.344   1.276   1.255   0.725   0.155  -0.206  -0.417  -0.472 
 

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
    396.9    6.5   58.7    0.882   4.9   6.00e-3 50.0    408.5     1.670    3.017      0.00
      0.0    0.8   58.3     42.0 0.164      27.7 0.87    12.00     0.109    1.515 
Transfer:   3.00
    382.6    6.5   58.7    3.968  21.9  -0.01e-3 29.0    253.7     0.493    1.760      0.00
    709.7    3.4   57.0    189.0 0.156     149.5 4.83    12.00     0.109    1.576 
Critical:   5.40
    367.8    6.5   58.7    4.543  21.9  -0.04e-3 28.9    233.8     0.454    1.760      0.00
   1360.4    3.8   56.8    189.0 0.150     153.0 4.96    12.00     0.109    1.633 
0.1L    :  10.63
    335.8    6.5   58.7    5.786  21.9  -0.05e-3 28.8    198.9     0.389    0.827      0.00
   2751.8    4.9   56.2    189.0 0.137     152.3 4.98    12.00     0.109    1.599 
0.2L    :  21.27
    274.1    6.5   55.3    7.378  21.9  -0.01e-3 29.0    144.3     0.303    0.496      0.00
   4883.1    5.1   52.7    189.0 0.118     138.3 4.83    24.00     0.109    1.301 
0.3L    :  31.90
    213.8    6.5   57.5    7.378  21.9   0.87e-3 32.0    128.8     0.293    0.413      0.00
   6338.7    5.1   54.9    189.0 0.086      86.9 2.91    24.00     0.109    1.222 
0.4L    :  42.53
    154.8    6.5   58.6    7.378   0.0   1.34e-3 33.7     99.1     0.236    0.413      0.00
   7105.4    5.1   56.0    189.0 0.067      72.9 2.39    24.00     0.109    1.434 
0.5L    :  53.17
     97.2    6.5   58.6    7.378   0.0   1.17e-3 33.1     30.2     0.109    0.413      0.00
   7210.6    5.1   56.0    189.0 0.042      77.8 2.55    24.00     0.109    2.364 
0.6L    :  63.80
    154.8    6.5   58.6    7.378   0.0   1.34e-3 33.7     99.1     0.236    0.413      0.00
   7105.4    5.1   56.0    189.0 0.067      72.9 2.39    24.00     0.109    1.434 
0.7L    :  74.43
    213.8    6.5   57.5    7.378  21.9   0.87e-3 32.0    128.8     0.293    0.413      0.00
   6338.7    5.1   54.9    189.0 0.086      86.9 2.91    24.00     0.109    1.222 
0.8L    :  85.07
    274.1    6.5   55.3    7.378  21.9  -0.01e-3 29.0    144.3     0.303    0.496      0.00
   4883.1    5.1   52.7    189.0 0.118     138.3 4.83    24.00     0.109    1.301 
0.9L    :  95.70
    335.8    6.5   58.7    5.786  21.9  -0.05e-3 28.8    198.9     0.389    0.827      0.00
   2751.8    4.9   56.2    189.0 0.137     152.3 4.98    12.00     0.109    1.599 
Critical: 100.94
    367.8    6.5   58.7    4.543  21.9  -0.04e-3 28.9    233.8     0.454    1.760      0.00
   1360.4    3.8   56.8    189.0 0.150     153.0 4.96    12.00     0.109    1.633 
Transfer: 103.33
    382.6    6.5   58.7    3.968  21.9  -0.01e-3 29.0    253.7     0.493    1.760      0.00
    709.7    3.4   57.0    189.0 0.156     149.5 4.83    12.00     0.109    1.576 
Bearing : 105.67
    396.9    6.5   58.7    0.882   4.9   6.00e-3 50.0    408.5     1.670    3.017      0.00
      0.0    0.8   58.3     42.0 0.164      27.7 0.87    12.00     0.109    1.515 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1446.24
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.89
 
 
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
    396.9      7.57     58.68    0.76       58.30    24.00      0.300      1.772      0.000      3.017 
Transfer:      2.33
    382.6      7.46     58.68    3.37       56.99    24.00      0.300      1.737      0.000      1.760 
Critical:      4.73
    367.9      7.20     58.68    3.85       56.75    24.00      0.300      1.651      0.000      1.760 
0.1L    :      9.97
    335.8      6.63     58.68    4.87       56.24    24.00      0.300      1.462      0.000      0.827 
0.2L    :     20.60
    274.1      5.78     55.28    5.12       52.72    24.00      0.300      1.176      0.000      0.496 
0.3L    :     31.23
    213.8      4.32     57.49    5.12       54.93    24.00      0.300      0.691      0.000      0.413 
0.4L    :     41.87
    154.8      3.07     58.60    5.13       56.04    24.00      0.300      0.273      0.000      0.413 
0.5L    :     52.50
     97.2      1.93     58.60    5.13       56.04    24.00      0.300      0.000      0.000      0.413 
0.6L    :     63.13
    154.8      3.07     58.60    5.13       56.04    24.00      0.300      0.273      0.000      0.413 
0.7L    :     73.77
    213.8      4.32     57.49    5.12       54.93    24.00      0.300      0.691      0.000      0.413 
0.8L    :     84.40
    274.1      5.78     55.28    5.12       52.72    24.00      0.300      1.176      0.000      0.496 
0.9L    :     95.03
    335.8      6.63     58.68    4.87       56.24    24.00      0.300      1.462      0.000      0.827 
Critical:    100.27
    367.9      7.20     58.68    3.85       56.75    24.00      0.300      1.651      0.000      1.760 
Transfer:    102.67
    382.6      7.46     58.68    3.37       56.99    24.00      0.300      1.737      0.000      1.760 
Bearing :    105.00
    396.9      7.57     58.68    0.76       58.30    24.00      0.300      1.772      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 = 9.97 ft
Prestress      :       1.327  1.80      2.388  2.20      2.919
Self Wt.       :      -0.491  1.85     -0.909  2.40     -1.179
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          :       0.836            1.480            1.740
 
At 0.2 x L = 20.60 ft
Prestress      :       2.383  1.80      4.290  2.20      5.243
Self Wt.       :      -0.922  1.85     -1.705  2.40     -2.212
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          :       1.462            2.585            3.031
 
At 0.3 x L = 31.23 ft
Prestress      :       3.138  1.80      5.648  2.20      6.903
Self Wt.       :      -1.250  1.85     -2.312  2.40     -2.999
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          :       1.888            3.336            3.904
 
At 0.4 x L = 41.87 ft
Prestress      :       3.595  1.80      6.470  2.20      7.908
Self Wt.       :      -1.456  1.85     -2.694  2.40     -3.494
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          :       2.139            3.776            4.413
 
At 0.5 x L = 52.50 ft
Prestress      :       3.755  1.80      6.760  2.20      8.262
Self Wt.       :      -1.529  1.85     -2.829  2.40     -3.669
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          :       2.226            3.931            4.592
 
At 0.6 x L = 63.13 ft
Prestress      :       3.595  1.80      6.470  2.20      7.908
Self Wt.       :      -1.456  1.85     -2.694  2.40     -3.494
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          :       2.139            3.776            4.413
 
At 0.7 x L = 73.77 ft
Prestress      :       3.138  1.80      5.648  2.20      6.903
Self Wt.       :      -1.250  1.85     -2.312  2.40     -2.999
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          :       1.888            3.336            3.904
 
At 0.8 x L = 84.40 ft
Prestress      :       2.383  1.80      4.290  2.20      5.243
Self Wt.       :      -0.922  1.85     -1.705  2.40     -2.212
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          :       1.462            2.585            3.031
 
At 0.9 x L = 95.03 ft
Prestress      :       1.327  1.80      2.388  2.20      2.919
Self Wt.       :      -0.491  1.85     -0.909  2.40     -1.179
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          :       0.836            1.480            1.740
 

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
   697.8    51.5  4.818  264.2    4.0   3.37   5280.2  0.043T 1.00       -       -     -     -  
H/2     :   2.59
   773.7    51.5  4.894  264.1    4.0   3.42   5364.1  0.042T 1.00       -       -     -     -  
0.1L    :   9.97
  2751.8    53.1  7.026  261.8    5.7   4.87   7760.4  0.029T 1.00       -       -     -     -  
0.2L    :  20.60
  5028.6    55.3  7.378  261.8    6.0   5.12   8484.3  0.027T 1.00    797.0   797.0   10.64    -  
0.3L    :  31.23
  6625.0    57.5  7.378  262.1    6.0   5.12   8851.3  0.027T 1.00    578.3   578.3   15.31    -  
0.4L    :  41.87
  7580.3    58.6  7.378  262.2    6.0   5.13   9034.8  0.027T 1.00    448.5   448.5   20.14    -  
0.5L    :  52.50
  7872.1    58.6  7.378  262.2    6.0   5.13   9034.8  0.027T 1.00    399.0   399.0   22.64    -  
0.6L    :  63.13
  7580.3    58.6  7.378  262.2    6.0   5.13   9034.8  0.027T 1.00    448.5   448.5   20.14    -  
0.7L    :  73.77
  6625.0    57.5  7.378  262.1    6.0   5.12   8851.3  0.027T 1.00    578.3   578.3   15.31    -  
0.8L    :  84.40
  5028.6    55.3  7.378  261.8    6.0   5.12   8484.3  0.027T 1.00    797.0   797.0   10.64    -  
0.9L    :  95.03
  2751.8    53.1  7.026  261.8    5.7   4.87   7760.4  0.029T 1.00       -       -     -     -  
H/2     : 102.41
   773.7    51.5  4.894  264.1    4.0   3.42   5364.1  0.042T 1.00       -       -     -     -  
Transfer: 102.67
   697.8    51.5  4.818  264.2    4.0   3.37   5280.2  0.043T 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 1-17; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.065
        M   2.00 Fb     0.143
 
  2   2 E  50.00 Ft     0.370
        M   6.00 Fb     0.095
 
  3   2 E  48.00 Ft     0.656
        M   4.00 Fb     0.060
 
  4   2 E  46.00 Ft     0.926
        M   2.00 Fb     0.040
 
  5   2 E   6.00 Ft     0.877
        M   6.00 Fb     0.274
 
  6   2 E   6.00 Ft     0.828
        M   6.00 Fb     0.508
 
  7   2 E   6.00 Ft     0.780
        M   6.00 Fb     0.742
 
  8   2 E   4.00 Ft     0.714
        M   4.00 Fb     0.991
 
  9   2 E   4.00 Ft     0.647
        M   4.00 Fb     1.239
 
 10   2 E   4.00 Ft     0.581
        M   4.00 Fb     1.487
 
 11   2 E   4.00 Ft     0.515
        M   4.00 Fb     1.735
 
 12   2 E   4.00 Ft     0.449
        M   4.00 Fb     1.984
 
 13   2 E   2.00 Ft     0.365
        M   2.00 Fb     2.246
 
 14   2 E   2.00 Ft     0.282
        M   2.00 Fb     2.508
 
 15   2 E   2.00 Ft     0.198
        M   2.00 Fb     2.770
 
 16   2 E   2.00 Ft     0.115
        M   2.00 Fb     3.032
 
 17   2 E   2.00 Ft     0.031
        M   2.00 Fb     3.294
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 106.33            Release Length, ft: 106.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  34
No. of strands, Draped:   6           No. of strands, Straight:  28
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  7.81 %               Final losses: 13.19 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.295     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.031       Trans
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  9034.83     7872.10     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   0.183     Midspan
    Pre.Top:   4.200  -0.000     Bearing    3.150   2.238     Midspan
    Pre.Bot:   4.200  -0.000     Bearing    3.150   2.731    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503  -0.000     Bearing
    Pre.Bot:  -0.503  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.416     Midspan
    Pre.Bot:                                                             2.800   1.276    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.755  1.80      6.760  2.20      8.262
Self Wt.       :      -1.529  1.85     -2.829  2.40     -3.669
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          :       2.226            3.931            4.592
 
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  105.00
     DC  Line       0.087      0.00       0.087  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.333 ft
Release length = 106.333 ft
Design  length = 105.000 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)  : 0.733   (Calculated)    
Live Moment (1  lane  loaded)  : 0.504   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.159   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.927   (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           1478.1 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           708157 in4#
Ht. of c.g.           =        24.64 in             41.25 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 = 0.8314

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     9.97    20.60    31.23    41.87    52.50
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    756.7    784.5    784.5    784.5    784.5    784.5    784.5    784.5
  Yb      ,  in    24.50    24.01    24.01    23.94    23.84    23.73    23.68    23.68
  MI(Ixx) , in4   287264   292407   292458   293998   296504   299345   300892   300892
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1485.6   1511.7   1511.7   1511.7   1511.7   1511.7   1511.7   1511.7
  Yb      ,  in    41.10    40.57    40.57    40.53    40.48    40.43    40.41    40.41
  MI(Ixx) , in4   714831   738638   738747   741908   746742   751899   754599   754599

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 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           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  34 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 37.22 ft from member end )
END PATTERN (Ycg = 11.41 in):
    12 @  2.000 in    10 @  4.000 in     6 @  6.000 in     2 @ 46.000 in
     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    10 @  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     =    7.38 in2      Initial Pull          =     1446.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.849 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.811 ft
Holddown Force        =  25.023 kips     Beam Shrtng (PL/AE)   =      0.482 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)       
--------------------------------------------------------------------------------------
      3617.494         740 2676.946     20.479 82940.148  1211.088     673.081        
 
 
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     11.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      17.6670     27.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      27.6670     78.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      78.6663     88.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      88.6663     94.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      94.6663    100.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     100.6663    104.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00     104.1663    104.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50     104.5833    105.7500    Yes
      2      US#6[M19]       60.00        0.88       2.75     105.7500    106.2083    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 106.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.3780 in2       Ycg =  3.65 in
         P_init    =     1446.2 kips  Ecc = 20.99 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.30 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.619 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.39 ksi    0.00 ksi
    due to Composite Loads                                 -2.06 ksi    0.00 ksi
    due to Live Loads                                      -5.76 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.80 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.30 ksi  ( 7.81 %)            10.56 ksi ( 5.39 %)
Total Prestress Losses                                    25.86 ksi (13.19 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.2 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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    93.4   103.6   369.4   678.1   898.6  1030.8  1074.9
(Max)       V      41.0    39.1    38.9    33.2    24.9    16.6     8.3     0.0
DL-Prec.  : M       0.0    14.6    16.2    57.8   106.2   140.7   161.4   168.3
DC(Max)     V       6.4     6.1     6.1     5.2     3.9     2.6     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
Deck +    : M       0.0   109.5   121.4   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.6    38.9    29.2    19.4     9.7     0.0
Diaphragm : M       0.0     0.6     0.6     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    35.5    39.3   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    21.7    77.3   142.0   188.1   215.8   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   200.9   222.7   790.0  1436.7  1881.1  2145.5  2217.1
            V     140.1   135.8   135.3   121.6   102.6    83.6    57.2    11.1
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   140.1   135.8   135.3   121.6   103.9    86.9    70.8    55.4
            M       0.0   207.6   230.0   790.0  1353.6  1717.5  1874.1  1839.1
Total     : M+      0.0   474.0   525.5  1870.0  3419.8  4509.9  5162.9  5365.8
            V     259.8   250.1   249.1   218.6   175.4   132.3    81.7    11.4
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   259.8   250.1   249.1   218.6   176.7   135.6    95.2    55.6
            M       0.0   480.8   532.8  1870.0  3336.6  4346.4  4891.5  4987.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.41  102.67  105.00
Self wt.  : M    1030.8   898.6   678.1   369.4   103.6    93.4     0.0
(Max)       V       8.3    16.6    24.9    33.2    38.9    39.1    41.0
DL-Prec.  : M     161.4   140.7   106.2    57.8    16.2    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
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    1207.7  1052.7   794.4   432.8   121.4   109.5     0.0
Haunch (Max)V       9.7    19.4    29.2    38.9    45.6    45.8    48.0
Diaphragm : M      10.5     7.8     5.2     2.5     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     391.2   341.0   257.3   140.2    39.3    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M     215.8   188.1   142.0    77.3    21.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
LL + I    : M+   2145.5  1881.1  1436.7   790.0   222.7   200.9     0.0
            V      57.2    83.6   102.6   121.6   135.3   135.8   140.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    70.8    86.9   103.9   121.6   135.3   135.8   140.1
            M    1874.1  1717.5  1353.6   790.0   230.0   207.6    -0.0
Total     : M+   5162.9  4509.9  3419.8  1870.0   525.5   474.0     0.0
            V      81.7   132.3   175.4   218.6   249.1   250.1   259.8
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    95.2   135.6   176.7   218.6   249.1   250.1   259.8
            M    4891.5  4346.4  3336.6  1870.0   532.8   480.8    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.0             41.0
Deck+Haunch            48.0             48.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.4              6.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.7             77.7
DL-Comp.(DW)           42.9             42.9
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, 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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    93.4   103.6   369.4   678.1   898.6  1030.8  1074.9
(Max)       V      41.0    39.1    38.9    33.2    24.9    16.6     8.3     0.0
DL-Prec.  : M       0.0    14.6    16.2    57.8   106.2   140.7   161.4   168.3
DC(Max)     V       6.4     6.1     6.1     5.2     3.9     2.6     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
Deck +    : M       0.0   109.5   121.4   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.6    38.9    29.2    19.4     9.7     0.0
Diaphragm : M       0.0     0.6     0.6     2.5     5.2     7.8    10.5    13.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    35.5    39.3   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    21.7    77.3   142.0   188.1   215.8   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   160.7   178.2   632.0  1149.4  1504.9  1716.4  1773.7
            V     112.1   108.6   108.2    97.3    82.1    66.9    45.8     8.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.1   108.6   108.2    97.3    83.1    69.5    56.6    44.3
            M       0.0   166.1   184.0   632.0  1082.9  1374.0  1499.3  1471.3
Total     : M+      0.0   433.8   481.0  1712.0  3132.4  4133.7  4733.8  4922.4
            V     231.8   223.0   222.0   194.3   154.9   115.5    70.2     9.1
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   231.8   223.0   222.0   194.3   155.9   118.2    81.0    44.5
            M       0.0   439.2   486.8  1712.0  3065.9  4002.9  4516.7  4620.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.41  102.67  105.00
Self wt.  : M    1030.8   898.6   678.1   369.4   103.6    93.4     0.0
(Max)       V       8.3    16.6    24.9    33.2    38.9    39.1    41.0
DL-Prec.  : M     161.4   140.7   106.2    57.8    16.2    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
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    1207.7  1052.7   794.4   432.8   121.4   109.5     0.0
Haunch (Max)V       9.7    19.4    29.2    38.9    45.6    45.8    48.0
Diaphragm : M      10.5     7.8     5.2     2.5     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     391.2   341.0   257.3   140.2    39.3    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M     215.8   188.1   142.0    77.3    21.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
LL + I    : M+   1716.4  1504.9  1149.4   632.0   178.2   160.7     0.0
            V      45.8    66.9    82.1    97.3   108.2   108.6   112.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    56.6    69.5    83.1    97.3   108.2   108.6   112.1
            M    1499.3  1374.0  1082.9   632.0   184.0   166.1    -0.0
Total     : M+   4733.8  4133.7  3132.4  1712.0   481.0   433.8     0.0
            V      70.2   115.5   154.9   194.3   222.0   223.0   231.8
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    81.0   118.2   155.9   194.3   222.0   223.0   231.8
            M    4516.7  4002.9  3065.9  1712.0   486.8   439.2    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   116.8   129.5   461.7   847.6  1123.2  1288.6  1343.7
(Max)       V      51.2    48.9    48.7    41.5    31.1    20.7    10.4     0.0
Self wt.  : M       0.0    84.1    93.2   332.5   610.3   808.7   927.8   967.4
(Min)       V      36.9    35.2    35.0    29.9    22.4    14.9     7.5     0.0
DL-Prec.  : M       0.0    18.3    20.3    72.3   132.7   175.8   201.7   210.4
DC(Max)     V       8.0     7.7     7.6     6.5     4.9     3.2     1.6     0.0
DL-Prec.  : M       0.0    13.2    14.6    52.1    95.5   126.6   145.3   151.5
DC(Min)     V       5.8     5.5     5.5     4.7     3.5     2.3     1.2     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   136.8   151.7   541.0   993.0  1315.9  1509.6  1574.2
Haunch (Max)V      60.0    57.3    57.0    48.6    36.4    24.3    12.1     0.0
Deck +    : M       0.0    98.5   109.2   389.5   714.9   947.4  1086.9  1133.4
Haunch (Min)V      43.2    41.3    41.0    35.0    26.2    17.5     8.7     0.0
Diaphragm : M       0.0     0.7     0.8     3.1     6.4     9.8    13.1    16.4
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     2.2     4.6     7.0     9.4    11.8
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    44.3    49.1   175.2   321.6   426.2   489.0   509.9
DC(Max)     V      19.4    18.6    18.5    15.7    11.8     7.9     3.9     0.0
DL-Comp   : M       0.0    31.9    35.4   126.2   231.6   306.9   352.1   367.1
DC(Min)     V      14.0    13.4    13.3    11.3     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    29.3    32.5   116.0   213.0   282.2   323.8   337.6
DW(Max)     V      12.9    12.3    12.2    10.4     7.8     5.2     2.6     0.0
DL-Comp   : M       0.0    12.7    14.1    50.3    92.3   122.3   140.3   146.3
DW(Min)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   351.6   389.7  1382.5  2514.3  3291.9  3754.6  3880.0
            V     245.2   237.6   236.7   212.8   179.6   146.3   100.1    19.4
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   245.2   237.6   236.7   212.8   181.8   152.1   123.8    96.9
            M       0.0   363.4   402.4  1382.5  2368.8  3005.6  3279.7  3218.4
Total     : M+      0.0   697.8   773.7  2751.8  5028.6  6625.0  7580.3  7872.1
            V     396.9   382.6   381.0   335.8   271.9   208.0   131.1    19.7
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   396.9   382.6   381.0   335.8   274.1   213.8   154.8    97.2
            M       0.0   709.7   786.4  2751.8  4883.1  6338.7  7105.4  7210.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.41  102.67  105.00
Self wt.  : M    1288.6  1123.2   847.6   461.7   129.5   116.8     0.0
(Max)       V      10.4    20.7    31.1    41.5    48.7    48.9    51.2
Self wt.  : M     927.8   808.7   610.3   332.5    93.2    84.1     0.0
(Min)       V       7.5    14.9    22.4    29.9    35.0    35.2    36.9
DL-Prec.  : M     201.7   175.8   132.7    72.3    20.3    18.3     0.0
DC(Max)     V       1.6     3.2     4.9     6.5     7.6     7.7     8.0
DL-Prec.  : M     145.3   126.6    95.5    52.1    14.6    13.2     0.0
DC(Min)     V       1.2     2.3     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1509.6  1315.9   993.0   541.0   151.7   136.8     0.0
Haunch (Max)V      12.1    24.3    36.4    48.6    57.0    57.3    60.0
Deck +    : M    1086.9   947.4   714.9   389.5   109.2    98.5     0.0
Haunch (Min)V       8.7    17.5    26.2    35.0    41.0    41.3    43.2
Diaphragm : M      13.1     9.8     6.4     3.1     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.4     7.0     4.6     2.2     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     489.0   426.2   321.6   175.2    49.1    44.3     0.0
DC(Max)     V       3.9     7.9    11.8    15.7    18.5    18.6    19.4
DL-Comp   : M     352.1   306.9   231.6   126.2    35.4    31.9     0.0
DC(Min)     V       2.8     5.7     8.5    11.3    13.3    13.4    14.0
DL-Comp   : M     323.8   282.2   213.0   116.0    32.5    29.3     0.0
DW(Max)     V       2.6     5.2     7.8    10.4    12.2    12.3    12.9
DL-Comp   : M     140.3   122.3    92.3    50.3    14.1    12.7     0.0
DW(Min)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   3754.6  3291.9  2514.3  1382.5   389.7   351.6     0.0
            V     100.1   146.3   179.6   212.8   236.7   237.6   245.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   123.8   152.1   181.8   212.8   236.7   237.6   245.2
            M    3279.7  3005.6  2368.8  1382.5   402.4   363.4    -0.0
Total     : M+   7580.3  6625.0  5028.6  2751.8   773.7   697.8     0.0
            V     131.1   208.0   271.9   335.8   381.0   382.6   396.9
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   154.8   213.8   274.1   335.8   381.0   382.6   396.9
            M    7105.4  6338.7  4883.1  2751.8   786.4   709.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               51.2             51.2
Deck+Haunch            60.0             60.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.0              8.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           97.1             97.1
DL-Comp.(DW)           64.3             64.3
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    93.4   103.6   369.4   678.1   898.6  1030.8  1074.9
(Max)       V      41.0    39.1    38.9    33.2    24.9    16.6     8.3     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    14.6    16.2    57.8   106.2   140.7   161.4   168.3
DC(Max)     V       6.4     6.1     6.1     5.2     3.9     2.6     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   109.5   121.4   432.8   794.4  1052.7  1207.7  1259.3
Haunch (Max)V      48.0    45.8    45.6    38.9    29.2    19.4     9.7     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     2.5     5.2     7.8    10.5    13.1
(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    35.5    39.3   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    19.6    21.7    77.3   142.0   188.1   215.8   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     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   135.9   150.6   528.3   941.7  1228.3  1377.9  1372.2
            V     111.1   107.9   107.6    97.6    84.2    64.1    50.6    22.5
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   111.1   107.9   107.6    97.6    84.2    70.7    57.3    43.9
            M       0.0   135.9   150.6   528.3   941.7  1199.8  1302.8  1250.6
Total     : M+      0.0   409.0   453.4  1608.3  2924.7  3857.2  4395.3  4520.9
            V     230.8   222.3   221.4   194.6   157.0   112.7    75.1    22.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   230.8   222.3   221.4   194.6   157.0   119.4    81.7    44.1
            M       0.0   409.0   453.4  1608.3  2924.7  3828.7  4320.2  4399.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.41  102.67  105.00
Self wt.  : M    1030.8   898.6   678.1   369.4   103.6    93.4     0.0
(Max)       V       8.3    16.6    24.9    33.2    38.9    39.1    41.0
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     161.4   140.7   106.2    57.8    16.2    14.6     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
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    1207.7  1052.7   794.4   432.8   121.4   109.5     0.0
Haunch (Max)V       9.7    19.4    29.2    38.9    45.6    45.8    48.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      10.5     7.8     5.2     2.5     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     391.2   341.0   257.3   140.2    39.3    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
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     215.8   188.1   142.0    77.3    21.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
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+   1377.9  1228.3   941.7   528.3   150.6   135.9     0.0
            V      50.6    64.1    84.2    97.6   107.6   107.9   111.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.3    70.7    84.2    97.6   107.6   107.9   111.1
            M    1302.8  1199.8   941.7   528.3   150.6   135.9     0.0
Total     : M+   4395.3  3857.2  2924.7  1608.3   453.4   409.0     0.0
            V      75.1   112.7   157.0   194.6   221.4   222.3   230.8
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    81.7   119.4   157.0   194.6   221.4   222.3   230.8
            M    4320.2  3828.7  2924.7  1608.3   453.4   409.0     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   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.149   0.487   0.861   1.124   1.280   1.333   1.214 
Bottom        -0.119  -0.388  -0.681  -0.881  -1.000  -1.041  -0.951 
 
Prestress
Precast-top   -0.118  -0.337  -0.637  -0.932  -1.076  -1.076  -1.076 
Bottom         3.414   3.579   3.804   4.020   4.124   4.124   4.124 
 
Total
Precast-top    0.031   0.150   0.224   0.192   0.203   0.257   0.138 
Bottom         3.295   3.192   3.123   3.139   3.125   3.083   3.174 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.64 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.018   0.064   0.116   0.153   0.175   0.183 
Precast-top   -0.010   0.177   0.201   0.811   1.463   1.848   2.105   2.238 
Bottom         0.688   2.731   2.709   2.142   1.535   1.172   0.936   0.820 
 

 
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   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.149   0.487   0.861   1.124   1.280   1.333   1.214 
Bottom        -0.119  -0.388  -0.681  -0.881  -1.000  -1.041  -0.951 
 
Prestress
Precast-top   -0.118  -0.337  -0.637  -0.932  -1.076  -1.076  -1.076 
Bottom         3.414   3.579   3.804   4.020   4.124   4.124   4.124 
 
Total
Precast-top    0.031   0.150   0.224   0.192   0.203   0.257   0.138 
Bottom         3.295   3.192   3.123   3.139   3.125   3.083   3.174 
 
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 = 12.64 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    9.97   20.60   31.23   41.87   52.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.048   0.053   0.186   0.332   0.432   0.485   0.488 
Precast-top   -0.005   0.118   0.133   0.521   0.936   1.190   1.350   1.416 
Bottom         0.344   1.276   1.255   0.725   0.155  -0.206  -0.417  -0.472 
 

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
    396.9    6.5   58.7    0.882   4.9   6.00e-3 50.0    408.5     1.670    3.017      0.00
      0.0    0.8   58.3     42.0 0.164      27.7 0.87    12.00     0.109    1.515 
Transfer:   3.00
    382.6    6.5   58.7    3.968  21.9  -0.01e-3 29.0    253.7     0.493    1.760      0.00
    709.7    3.4   57.0    189.0 0.156     149.5 4.83    12.00     0.109    1.576 
Critical:   5.40
    367.8    6.5   58.7    4.543  21.9  -0.04e-3 28.9    233.8     0.454    1.760      0.00
   1360.4    3.8   56.8    189.0 0.150     153.0 4.96    12.00     0.109    1.633 
0.1L    :  10.63
    335.8    6.5   58.7    5.786  21.9  -0.05e-3 28.8    198.9     0.389    0.827      0.00
   2751.8    4.9   56.2    189.0 0.137     152.3 4.98    12.00     0.109    1.599 
0.2L    :  21.27
    274.1    6.5   55.3    7.378  21.9  -0.01e-3 29.0    144.3     0.303    0.496      0.00
   4883.1    5.1   52.7    189.0 0.118     138.3 4.83    24.00     0.109    1.301 
0.3L    :  31.90
    213.8    6.5   57.5    7.378  21.9   0.87e-3 32.0    128.8     0.293    0.413      0.00
   6338.7    5.1   54.9    189.0 0.086      86.9 2.91    24.00     0.109    1.222 
0.4L    :  42.53
    154.8    6.5   58.6    7.378   0.0   1.34e-3 33.7     99.1     0.236    0.413      0.00
   7105.4    5.1   56.0    189.0 0.067      72.9 2.39    24.00     0.109    1.434 
0.5L    :  53.17
     97.2    6.5   58.6    7.378   0.0   1.17e-3 33.1     30.2     0.109    0.413      0.00
   7210.6    5.1   56.0    189.0 0.042      77.8 2.55    24.00     0.109    2.364 
0.6L    :  63.80
    154.8    6.5   58.6    7.378   0.0   1.34e-3 33.7     99.1     0.236    0.413      0.00
   7105.4    5.1   56.0    189.0 0.067      72.9 2.39    24.00     0.109    1.434 
0.7L    :  74.43
    213.8    6.5   57.5    7.378  21.9   0.87e-3 32.0    128.8     0.293    0.413      0.00
   6338.7    5.1   54.9    189.0 0.086      86.9 2.91    24.00     0.109    1.222 
0.8L    :  85.07
    274.1    6.5   55.3    7.378  21.9  -0.01e-3 29.0    144.3     0.303    0.496      0.00
   4883.1    5.1   52.7    189.0 0.118     138.3 4.83    24.00     0.109    1.301 
0.9L    :  95.70
    335.8    6.5   58.7    5.786  21.9  -0.05e-3 28.8    198.9     0.389    0.827      0.00
   2751.8    4.9   56.2    189.0 0.137     152.3 4.98    12.00     0.109    1.599 
Critical: 100.94
    367.8    6.5   58.7    4.543  21.9  -0.04e-3 28.9    233.8     0.454    1.760      0.00
   1360.4    3.8   56.8    189.0 0.150     153.0 4.96    12.00     0.109    1.633 
Transfer: 103.33
    382.6    6.5   58.7    3.968  21.9  -0.01e-3 29.0    253.7     0.493    1.760      0.00
    709.7    3.4   57.0    189.0 0.156     149.5 4.83    12.00     0.109    1.576 
Bearing : 105.67
    396.9    6.5   58.7    0.882   4.9   6.00e-3 50.0    408.5     1.670    3.017      0.00
      0.0    0.8   58.3     42.0 0.164      27.7 0.87    12.00     0.109    1.515 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1446.24
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.89
 
 
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
    396.9      7.57     58.68    0.76       58.30    24.00      0.300      1.772      0.000      3.017 
Transfer:      2.33
    382.6      7.46     58.68    3.37       56.99    24.00      0.300      1.737      0.000      1.760 
Critical:      4.73
    367.9      7.20     58.68    3.85       56.75    24.00      0.300      1.651      0.000      1.760 
0.1L    :      9.97
    335.8      6.63     58.68    4.87       56.24    24.00      0.300      1.462      0.000      0.827 
0.2L    :     20.60
    274.1      5.78     55.28    5.12       52.72    24.00      0.300      1.176      0.000      0.496 
0.3L    :     31.23
    213.8      4.32     57.49    5.12       54.93    24.00      0.300      0.691      0.000      0.413 
0.4L    :     41.87
    154.8      3.07     58.60    5.13       56.04    24.00      0.300      0.273      0.000      0.413 
0.5L    :     52.50
     97.2      1.93     58.60    5.13       56.04    24.00      0.300      0.000      0.000      0.413 
0.6L    :     63.13
    154.8      3.07     58.60    5.13       56.04    24.00      0.300      0.273      0.000      0.413 
0.7L    :     73.77
    213.8      4.32     57.49    5.12       54.93    24.00      0.300      0.691      0.000      0.413 
0.8L    :     84.40
    274.1      5.78     55.28    5.12       52.72    24.00      0.300      1.176      0.000      0.496 
0.9L    :     95.03
    335.8      6.63     58.68    4.87       56.24    24.00      0.300      1.462      0.000      0.827 
Critical:    100.27
    367.9      7.20     58.68    3.85       56.75    24.00      0.300      1.651      0.000      1.760 
Transfer:    102.67
    382.6      7.46     58.68    3.37       56.99    24.00      0.300      1.737      0.000      1.760 
Bearing :    105.00
    396.9      7.57     58.68    0.76       58.30    24.00      0.300      1.772      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 = 9.97 ft
Prestress      :       1.327  1.80      2.388  2.20      2.919
Self Wt.       :      -0.491  1.85     -0.909  2.40     -1.179
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          :       0.836            1.480            1.740
 
At 0.2 x L = 20.60 ft
Prestress      :       2.383  1.80      4.290  2.20      5.243
Self Wt.       :      -0.922  1.85     -1.705  2.40     -2.212
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          :       1.462            2.585            3.031
 
At 0.3 x L = 31.23 ft
Prestress      :       3.138  1.80      5.648  2.20      6.903
Self Wt.       :      -1.250  1.85     -2.312  2.40     -2.999
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          :       1.888            3.336            3.904
 
At 0.4 x L = 41.87 ft
Prestress      :       3.595  1.80      6.470  2.20      7.908
Self Wt.       :      -1.456  1.85     -2.694  2.40     -3.494
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          :       2.139            3.776            4.413
 
At 0.5 x L = 52.50 ft
Prestress      :       3.755  1.80      6.760  2.20      8.262
Self Wt.       :      -1.529  1.85     -2.829  2.40     -3.669
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          :       2.226            3.931            4.592
 
At 0.6 x L = 63.13 ft
Prestress      :       3.595  1.80      6.470  2.20      7.908
Self Wt.       :      -1.456  1.85     -2.694  2.40     -3.494
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          :       2.139            3.776            4.413
 
At 0.7 x L = 73.77 ft
Prestress      :       3.138  1.80      5.648  2.20      6.903
Self Wt.       :      -1.250  1.85     -2.312  2.40     -2.999
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          :       1.888            3.336            3.904
 
At 0.8 x L = 84.40 ft
Prestress      :       2.383  1.80      4.290  2.20      5.243
Self Wt.       :      -0.922  1.85     -1.705  2.40     -2.212
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          :       1.462            2.585            3.031
 
At 0.9 x L = 95.03 ft
Prestress      :       1.327  1.80      2.388  2.20      2.919
Self Wt.       :      -0.491  1.85     -0.909  2.40     -1.179
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          :       0.836            1.480            1.740
 

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
   697.8    51.5  4.818  264.2    4.0   3.37   5280.2  0.043T 1.00       -       -     -     -  
H/2     :   2.59
   773.7    51.5  4.894  264.1    4.0   3.42   5364.1  0.042T 1.00       -       -     -     -  
0.1L    :   9.97
  2751.8    53.1  7.026  261.8    5.7   4.87   7760.4  0.029T 1.00       -       -     -     -  
0.2L    :  20.60
  5028.6    55.3  7.378  261.8    6.0   5.12   8484.3  0.027T 1.00    797.0   797.0   10.64    -  
0.3L    :  31.23
  6625.0    57.5  7.378  262.1    6.0   5.12   8851.3  0.027T 1.00    578.3   578.3   15.31    -  
0.4L    :  41.87
  7580.3    58.6  7.378  262.2    6.0   5.13   9034.8  0.027T 1.00    448.5   448.5   20.14    -  
0.5L    :  52.50
  7872.1    58.6  7.378  262.2    6.0   5.13   9034.8  0.027T 1.00    399.0   399.0   22.64    -  
0.6L    :  63.13
  7580.3    58.6  7.378  262.2    6.0   5.13   9034.8  0.027T 1.00    448.5   448.5   20.14    -  
0.7L    :  73.77
  6625.0    57.5  7.378  262.1    6.0   5.12   8851.3  0.027T 1.00    578.3   578.3   15.31    -  
0.8L    :  84.40
  5028.6    55.3  7.378  261.8    6.0   5.12   8484.3  0.027T 1.00    797.0   797.0   10.64    -  
0.9L    :  95.03
  2751.8    53.1  7.026  261.8    5.7   4.87   7760.4  0.029T 1.00       -       -     -     -  
H/2     : 102.41
   773.7    51.5  4.894  264.1    4.0   3.42   5364.1  0.042T 1.00       -       -     -     -  
Transfer: 102.67
   697.8    51.5  4.818  264.2    4.0   3.37   5280.2  0.043T 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 1-17; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.065
        M   2.00 Fb     0.143
 
  2   2 E  50.00 Ft     0.370
        M   6.00 Fb     0.095
 
  3   2 E  48.00 Ft     0.656
        M   4.00 Fb     0.060
 
  4   2 E  46.00 Ft     0.926
        M   2.00 Fb     0.040
 
  5   2 E   6.00 Ft     0.877
        M   6.00 Fb     0.274
 
  6   2 E   6.00 Ft     0.828
        M   6.00 Fb     0.508
 
  7   2 E   6.00 Ft     0.780
        M   6.00 Fb     0.742
 
  8   2 E   4.00 Ft     0.714
        M   4.00 Fb     0.991
 
  9   2 E   4.00 Ft     0.647
        M   4.00 Fb     1.239
 
 10   2 E   4.00 Ft     0.581
        M   4.00 Fb     1.487
 
 11   2 E   4.00 Ft     0.515
        M   4.00 Fb     1.735
 
 12   2 E   4.00 Ft     0.449
        M   4.00 Fb     1.984
 
 13   2 E   2.00 Ft     0.365
        M   2.00 Fb     2.246
 
 14   2 E   2.00 Ft     0.282
        M   2.00 Fb     2.508
 
 15   2 E   2.00 Ft     0.198
        M   2.00 Fb     2.770
 
 16   2 E   2.00 Ft     0.115
        M   2.00 Fb     3.032
 
 17   2 E   2.00 Ft     0.031
        M   2.00 Fb     3.294
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 106.33            Release Length, ft: 106.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  34
No. of strands, Draped:   6           No. of strands, Straight:  28
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  7.81 %               Final losses: 13.19 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.295     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.031       Trans
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  9034.83     7872.10     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   0.183     Midspan
    Pre.Top:   4.200  -0.000     Bearing    3.150   2.238     Midspan
    Pre.Bot:   4.200  -0.000     Bearing    3.150   2.731    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503  -0.000     Bearing
    Pre.Bot:  -0.503  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.416     Midspan
    Pre.Bot:                                                             2.800   1.276    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.755  1.80      6.760  2.20      8.262
Self Wt.       :      -1.529  1.85     -2.829  2.40     -3.669
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          :       2.226            3.931            4.592
 
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  105.00
     DC  Line       0.076      0.00       0.076  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.333 ft
Release length = 106.333 ft
Design  length = 105.000 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)  : 0.718   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.921   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.015   (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           1391.1 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           680605 in4#
Ht. of c.g.           =        24.64 in             40.17 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 = 0.8314

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     9.97    20.60    31.23    41.87    52.50
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    756.7    784.5    784.5    784.5    784.5    784.5    784.5    784.5
  Yb      ,  in    24.50    24.01    24.01    23.94    23.84    23.73    23.68    23.68
  MI(Ixx) , in4   287264   292407   292458   293998   296504   299345   300892   300892
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1398.6   1424.7   1424.7   1424.7   1424.7   1424.7   1424.7   1424.7
  Yb      ,  in    40.02    39.48    39.48    39.44    39.39    39.34    39.31    39.31
  MI(Ixx) , in4   686808   708940   709045   712094   716765   721759   724378   724378

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 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           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  34 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 37.22 ft from member end )
END PATTERN (Ycg = 11.41 in):
    12 @  2.000 in    10 @  4.000 in     6 @  6.000 in     2 @ 46.000 in
     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    10 @  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     =    7.38 in2      Initial Pull          =     1446.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.766 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.708 ft
Holddown Force        =  25.023 kips     Beam Shrtng (PL/AE)   =      0.482 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)       
--------------------------------------------------------------------------------------
      3617.494         740 2676.946     20.479 82940.148  1211.088     673.081        
 
 
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     11.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      17.6670     27.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      27.6670     78.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      78.6663     88.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      88.6663     94.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      94.6663    100.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     100.6663    104.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00     104.1663    104.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50     104.5833    105.7500    Yes
      2      US#6[M19]       60.00        0.88       2.75     105.7500    106.2083    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 106.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.3780 in2       Ycg =  3.65 in
         P_init    =     1446.2 kips  Ecc = 20.99 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.30 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.619 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.63 ksi    0.00 ksi
    due to Composite Loads                                 -2.08 ksi    0.00 ksi
    due to Live Loads                                      -6.35 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                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.80 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.30 ksi  ( 7.81 %)            10.71 ksi ( 5.46 %)
Total Prestress Losses                                    26.01 ksi (13.27 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.0 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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    93.4   103.6   369.4   678.1   898.6  1030.8  1074.9
(Max)       V      41.0    39.1    38.9    33.2    24.9    16.6     8.3     0.0
DL-Prec.  : M       0.0    13.4    14.8    52.8    97.0   128.5   147.5   153.8
DC(Max)     V       5.9     5.6     5.6     4.7     3.6     2.4     1.2     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    96.4   106.9   381.1   699.6   927.1  1063.6  1109.1
Haunch (Max)V      42.3    40.4    40.2    34.2    25.7    17.1     8.6     0.0
Diaphragm : M       0.0     0.3     0.3     1.2     2.6     3.9     5.2     6.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    35.5    39.3   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    21.7    77.3   142.0   188.1   215.8   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   219.2   243.0   861.8  1567.4  2052.1  2340.6  2418.8
            V     122.7   118.9   118.4   106.5    89.8    73.2    50.1     9.7
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   122.7   118.9   118.4   106.5    90.9    76.1    62.0    48.5
            M       0.0   226.5   250.9   861.8  1476.7  1873.7  2044.5  2006.4
Total     : M+      0.0   477.7   529.6  1884.0  3444.0  4539.4  5194.8  5396.2
            V     236.0   227.1   226.2   198.3   158.7   119.2    73.2     9.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   236.0   227.1   226.2   198.3   159.8   122.1    85.0    48.6
            M       0.0   485.0   537.5  1884.0  3353.3  4361.0  4898.7  4983.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.41  102.67  105.00
Self wt.  : M    1030.8   898.6   678.1   369.4   103.6    93.4     0.0
(Max)       V       8.3    16.6    24.9    33.2    38.9    39.1    41.0
DL-Prec.  : M     147.5   128.5    97.0    52.8    14.8    13.4     0.0
DC(Max)     V       1.2     2.4     3.6     4.7     5.6     5.6     5.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1063.6   927.1   699.6   381.1   106.9    96.4     0.0
Haunch (Max)V       8.6    17.1    25.7    34.2    40.2    40.4    42.3
Diaphragm : M       5.2     3.9     2.6     1.2     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     391.2   341.0   257.3   140.2    39.3    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M     215.8   188.1   142.0    77.3    21.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
LL + I    : M+   2340.6  2052.1  1567.4   861.8   243.0   219.2     0.0
            V      50.1    73.2    89.8   106.5   118.4   118.9   122.7
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    62.0    76.1    90.9   106.5   118.4   118.9   122.7
            M    2044.5  1873.7  1476.7   861.8   250.9   226.5    -0.0
Total     : M+   5194.8  4539.4  3444.0  1884.0   529.6   477.7     0.0
            V      73.2   119.2   158.7   198.3   226.2   227.1   236.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    85.0   122.1   159.8   198.3   226.2   227.1   236.0
            M    4898.7  4361.0  3353.3  1884.0   537.5   485.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.0             41.0
Deck+Haunch            42.3             42.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.9              5.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.7             77.7
DL-Comp.(DW)           42.9             42.9
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, 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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    93.4   103.6   369.4   678.1   898.6  1030.8  1074.9
(Max)       V      41.0    39.1    38.9    33.2    24.9    16.6     8.3     0.0
DL-Prec.  : M       0.0    13.4    14.8    52.8    97.0   128.5   147.5   153.8
DC(Max)     V       5.9     5.6     5.6     4.7     3.6     2.4     1.2     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    96.4   106.9   381.1   699.6   927.1  1063.6  1109.1
Haunch (Max)V      42.3    40.4    40.2    34.2    25.7    17.1     8.6     0.0
Diaphragm : M       0.0     0.3     0.3     1.2     2.6     3.9     5.2     6.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    35.5    39.3   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    19.6    21.7    77.3   142.0   188.1   215.8   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     0.0
LL + I    : M+      0.0   175.3   194.4   689.5  1253.9  1641.7  1872.5  1935.0
            V      98.1    95.1    94.8    85.2    71.9    58.6    40.1     7.8
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    98.1    95.1    94.8    85.2    72.8    60.9    49.6    38.8
            M       0.0   181.2   200.7   689.5  1181.4  1499.0  1635.6  1605.1
Total     : M+      0.0   433.8   481.0  1711.6  3130.5  4129.0  4726.7  4912.4
            V     211.4   203.4   202.5   177.0   140.8   104.5    63.1     7.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   211.4   203.4   202.5   177.0   141.6   106.9    72.6    38.9
            M       0.0   439.7   487.3  1711.6  3057.9  3986.2  4489.8  4582.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.41  102.67  105.00
Self wt.  : M    1030.8   898.6   678.1   369.4   103.6    93.4     0.0
(Max)       V       8.3    16.6    24.9    33.2    38.9    39.1    41.0
DL-Prec.  : M     147.5   128.5    97.0    52.8    14.8    13.4     0.0
DC(Max)     V       1.2     2.4     3.6     4.7     5.6     5.6     5.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1063.6   927.1   699.6   381.1   106.9    96.4     0.0
Haunch (Max)V       8.6    17.1    25.7    34.2    40.2    40.4    42.3
Diaphragm : M       5.2     3.9     2.6     1.2     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     391.2   341.0   257.3   140.2    39.3    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M     215.8   188.1   142.0    77.3    21.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
LL + I    : M+   1872.5  1641.7  1253.9   689.5   194.4   175.3     0.0
            V      40.1    58.6    71.9    85.2    94.8    95.1    98.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    49.6    60.9    72.8    85.2    94.8    95.1    98.1
            M    1635.6  1499.0  1181.4   689.5   200.7   181.2    -0.0
Total     : M+   4726.7  4129.0  3130.5  1711.6   481.0   433.8     0.0
            V      63.1   104.5   140.8   177.0   202.5   203.4   211.4
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    72.6   106.9   141.6   177.0   202.5   203.4   211.4
            M    4489.8  3986.2  3057.9  1711.6   487.3   439.7    -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    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0   116.8   129.5   461.7   847.6  1123.2  1288.6  1343.7
(Max)       V      51.2    48.9    48.7    41.5    31.1    20.7    10.4     0.0
Self wt.  : M       0.0    84.1    93.2   332.5   610.3   808.7   927.8   967.4
(Min)       V      36.9    35.2    35.0    29.9    22.4    14.9     7.5     0.0
DL-Prec.  : M       0.0    16.7    18.5    66.0   121.2   160.7   184.3   192.2
DC(Max)     V       7.3     7.0     7.0     5.9     4.4     3.0     1.5     0.0
DL-Prec.  : M       0.0    12.0    13.3    47.6    87.3   115.7   132.7   138.4
DC(Min)     V       5.3     5.0     5.0     4.3     3.2     2.1     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
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   120.5   133.6   476.4   874.6  1158.9  1329.5  1386.4
Haunch (Max)V      52.8    50.5    50.2    42.8    32.1    21.4    10.7     0.0
Deck +    : M       0.0    86.8    96.2   343.0   629.7   834.4   957.3   998.2
Haunch (Min)V      38.0    36.3    36.1    30.8    23.1    15.4     7.7     0.0
Diaphragm : M       0.0     0.4     0.4     1.6     3.2     4.9     6.5     8.2
(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     1.1     2.3     3.5     4.7     5.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    44.3    49.1   175.2   321.6   426.2   489.0   509.9
DC(Max)     V      19.4    18.6    18.5    15.7    11.8     7.9     3.9     0.0
DL-Comp   : M       0.0    31.9    35.4   126.2   231.6   306.9   352.1   367.1
DC(Min)     V      14.0    13.4    13.3    11.3     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    29.3    32.5   116.0   213.0   282.2   323.8   337.6
DW(Max)     V      12.9    12.3    12.2    10.4     7.8     5.2     2.6     0.0
DL-Comp   : M       0.0    12.7    14.1    50.3    92.3   122.3   140.3   146.3
DW(Min)     V       5.6     5.3     5.3     4.5     3.4     2.3     1.1     0.0
LL + I    : M+      0.0   383.5   425.2  1508.2  2742.9  3591.3  4096.0  4232.9
            V     214.6   208.0   207.3   186.3   157.2   128.1    87.7    17.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   214.6   208.0   207.3   186.3   159.1   133.2   108.4    84.8
            M       0.0   396.4   439.0  1508.2  2584.2  3279.0  3578.0  3511.1
Total     : M+      0.0   711.5   788.9  2805.2  5124.2  6747.4  7717.8  8010.9
            V     358.4   345.4   343.9   302.8   244.6   186.4   116.9    17.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   358.4   345.4   343.9   302.8   246.6   191.5   137.7    85.0
            M       0.0   724.5   802.7  2805.2  4965.4  6435.1  7199.7  7289.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.41  102.67  105.00
Self wt.  : M    1288.6  1123.2   847.6   461.7   129.5   116.8     0.0
(Max)       V      10.4    20.7    31.1    41.5    48.7    48.9    51.2
Self wt.  : M     927.8   808.7   610.3   332.5    93.2    84.1     0.0
(Min)       V       7.5    14.9    22.4    29.9    35.0    35.2    36.9
DL-Prec.  : M     184.3   160.7   121.2    66.0    18.5    16.7     0.0
DC(Max)     V       1.5     3.0     4.4     5.9     7.0     7.0     7.3
DL-Prec.  : M     132.7   115.7    87.3    47.6    13.3    12.0     0.0
DC(Min)     V       1.1     2.1     3.2     4.3     5.0     5.0     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1329.5  1158.9   874.6   476.4   133.6   120.5     0.0
Haunch (Max)V      10.7    21.4    32.1    42.8    50.2    50.5    52.8
Deck +    : M     957.3   834.4   629.7   343.0    96.2    86.8     0.0
Haunch (Min)V       7.7    15.4    23.1    30.8    36.1    36.3    38.0
Diaphragm : M       6.5     4.9     3.2     1.6     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.7     3.5     2.3     1.1     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     489.0   426.2   321.6   175.2    49.1    44.3     0.0
DC(Max)     V       3.9     7.9    11.8    15.7    18.5    18.6    19.4
DL-Comp   : M     352.1   306.9   231.6   126.2    35.4    31.9     0.0
DC(Min)     V       2.8     5.7     8.5    11.3    13.3    13.4    14.0
DL-Comp   : M     323.8   282.2   213.0   116.0    32.5    29.3     0.0
DW(Max)     V       2.6     5.2     7.8    10.4    12.2    12.3    12.9
DL-Comp   : M     140.3   122.3    92.3    50.3    14.1    12.7     0.0
DW(Min)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
LL + I    : M+   4096.0  3591.3  2742.9  1508.2   425.2   383.5     0.0
            V      87.7   128.1   157.2   186.3   207.3   208.0   214.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   108.4   133.2   159.1   186.3   207.3   208.0   214.6
            M    3578.0  3279.0  2584.2  1508.2   439.0   396.4    -0.0
Total     : M+   7717.7  6747.4  5124.2  2805.2   788.9   711.5     0.0
            V     116.9   186.4   244.6   302.8   343.9   345.4   358.4
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   137.7   191.5   246.6   302.8   343.9   345.4   358.4
            M    7199.7  6435.1  4965.4  2805.2   802.7   724.5    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               51.2             51.2
Deck+Haunch            52.8             52.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            7.3              7.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           97.1             97.1
DL-Comp.(DW)           64.3             64.3
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    9.97   20.60   31.23   41.87   52.50
Self wt.  : M       0.0    93.4   103.6   369.4   678.1   898.6  1030.8  1074.9
(Max)       V      41.0    39.1    38.9    33.2    24.9    16.6     8.3     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    13.4    14.8    52.8    97.0   128.5   147.5   153.8
DC(Max)     V       5.9     5.6     5.6     4.7     3.6     2.4     1.2     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    96.4   106.9   381.1   699.6   927.1  1063.6  1109.1
Haunch (Max)V      42.3    40.4    40.2    34.2    25.7    17.1     8.6     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.2     2.6     3.9     5.2     6.6
(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    35.5    39.3   140.2   257.3   341.0   391.2   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    19.6    21.7    77.3   142.0   188.1   215.8   225.1
DW(Max)     V       8.6     8.2     8.2     6.9     5.2     3.5     1.7     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   215.9   239.3   839.3  1496.0  1951.5  2189.0  2180.1
            V     121.5   118.1   117.7   106.8    92.1    70.1    55.4    24.7
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   121.5   118.1   117.7   106.8    92.1    77.4    62.7    48.0
            M       0.0   215.9   239.3   839.3  1496.0  1906.2  2069.8  1986.8
Total     : M+      0.0   474.4   525.9  1861.5  3372.6  4438.8  5043.2  5157.5
            V     234.8   226.4   225.4   198.7   161.0   116.1    78.5    24.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   234.8   226.4   225.4   198.7   161.0   123.4    85.8    48.1
            M       0.0   474.4   525.9  1861.5  3372.6  4393.4  4924.0  4964.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.13   73.77   84.40   95.03  102.41  102.67  105.00
Self wt.  : M    1030.8   898.6   678.1   369.4   103.6    93.4     0.0
(Max)       V       8.3    16.6    24.9    33.2    38.9    39.1    41.0
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     147.5   128.5    97.0    52.8    14.8    13.4     0.0
DC(Max)     V       1.2     2.4     3.6     4.7     5.6     5.6     5.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1063.6   927.1   699.6   381.1   106.9    96.4     0.0
Haunch (Max)V       8.6    17.1    25.7    34.2    40.2    40.4    42.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.2     3.9     2.6     1.2     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     391.2   341.0   257.3   140.2    39.3    35.5     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
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     215.8   188.1   142.0    77.3    21.7    19.6     0.0
DW(Max)     V       1.7     3.5     5.2     6.9     8.2     8.2     8.6
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+   2189.0  1951.5  1496.0   839.3   239.3   215.9     0.0
            V      55.4    70.1    92.1   106.8   117.7   118.1   121.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    62.7    77.4    92.1   106.8   117.7   118.1   121.5
            M    2069.8  1906.2  1496.0   839.3   239.3   215.9     0.0
Total     : M+   5043.2  4438.8  3372.6  1861.5   525.9   474.4     0.0
            V      78.5   116.1   161.0   198.7   225.4   226.4   234.8
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    85.8   123.4   161.0   198.7   225.4   226.4   234.8
            M    4924.0  4393.4  3372.6  1861.5   525.9   474.4     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   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.149   0.487   0.861   1.124   1.280   1.333   1.214 
Bottom        -0.119  -0.388  -0.681  -0.881  -1.000  -1.041  -0.951 
 
Prestress
Precast-top   -0.118  -0.337  -0.637  -0.932  -1.076  -1.076  -1.076 
Bottom         3.414   3.579   3.804   4.020   4.124   4.124   4.124 
 
Total
Precast-top    0.031   0.150   0.224   0.192   0.203   0.257   0.138 
Bottom         3.295   3.192   3.123   3.139   3.125   3.083   3.174 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.64 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.020   0.070   0.127   0.168   0.192   0.200 
Precast-top   -0.010   0.161   0.183   0.746   1.344   1.691   1.924   2.048 
Bottom         0.688   2.745   2.724   2.196   1.635   1.303   1.085   0.977 
 

 
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   10.63   21.27   31.90   42.53   53.17   37.22
 
Beam-Self
Precast-top    0.149   0.487   0.861   1.124   1.280   1.333   1.214 
Bottom        -0.119  -0.388  -0.681  -0.881  -1.000  -1.041  -0.951 
 
Prestress
Precast-top   -0.118  -0.337  -0.637  -0.932  -1.076  -1.076  -1.076 
Bottom         3.414   3.579   3.804   4.020   4.124   4.124   4.124 
 
Total
Precast-top    0.031   0.150   0.224   0.192   0.203   0.257   0.138 
Bottom         3.295   3.192   3.123   3.139   3.125   3.083   3.174 
 
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 = 12.64 %)
             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    9.97   20.60   31.23   41.87   52.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    9.97   20.60   31.23   41.87   52.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.078   0.086   0.303   0.539   0.702   0.787   0.789 
Precast-top   -0.005   0.133   0.150   0.579   1.038   1.321   1.495   1.555 
Bottom         0.344   1.228   1.202   0.540  -0.169  -0.625  -0.883  -0.932 
 

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
    358.4    6.5   58.7    0.885   4.9   6.00e-3 50.0    365.8     1.497    3.017      0.00
      0.0    0.9   58.2     42.0 0.148      27.6 0.87    12.00     0.109    1.676 
Transfer:   3.00
    345.4    6.5   58.7    3.984  21.9  -0.03e-3 28.9    210.6     0.410    1.760      0.00
    724.5    3.8   56.8    189.0 0.140     151.4 4.91    12.00     0.109    1.739 
Critical:   5.37
    332.0    6.5   58.7    4.555  21.9  -0.07e-3 28.8    192.1     0.374    1.760      0.00
   1382.2    4.4   56.5    189.0 0.135     155.0 5.05    12.00     0.109    1.801 
0.1L    :  10.63
    302.8    6.5   58.7    5.806  21.9  -0.06e-3 28.8    162.2     0.319    0.827      0.00
   2805.2    5.5   55.9    189.0 0.124     152.4 5.02    24.00     0.109    1.767 
0.2L    :  21.27
    246.6    6.5   55.3    7.378  21.9  -0.01e-3 29.0    114.6     0.242    0.496      0.00
   4965.4    5.8   52.4    189.0 0.106     137.5 4.83    24.00     0.109    1.438 
0.3L    :  31.90
    191.5    6.5   57.5    7.378  21.9   0.90e-3 32.2    106.0     0.244    0.413      0.00
   6435.1    5.8   54.6    189.0 0.077      84.9 2.86    24.00     0.109    1.345 
0.4L    :  42.53
    137.7    6.5   58.6    7.378   0.0   1.40e-3 33.9     82.1     0.198    0.413      0.00
   7199.7    5.8   55.7    189.0 0.060      70.9 2.34    24.00     0.109    1.583 
0.5L    :  53.17
     85.0    6.5   58.6    7.378   0.0   1.24e-3 33.3     19.2     0.109    0.413      0.00
   7289.2    5.8   55.7    189.0 0.037      75.3 2.49    24.00     0.109    2.649 
0.6L    :  63.80
    137.7    6.5   58.6    7.378   0.0   1.40e-3 33.9     82.1     0.198    0.413      0.00
   7199.7    5.8   55.7    189.0 0.060      70.9 2.34    24.00     0.109    1.583 
0.7L    :  74.43
    191.5    6.5   57.5    7.378  21.9   0.90e-3 32.2    106.0     0.244    0.413      0.00
   6435.1    5.8   54.6    189.0 0.077      84.9 2.86    24.00     0.109    1.345 
0.8L    :  85.07
    246.6    6.5   55.3    7.378  21.9  -0.01e-3 29.0    114.6     0.242    0.496      0.00
   4965.4    5.8   52.4    189.0 0.106     137.5 4.83    24.00     0.109    1.438 
0.9L    :  95.70
    302.8    6.5   58.7    5.806  21.9  -0.06e-3 28.8    162.2     0.319    0.827      0.00
   2805.2    5.5   55.9    189.0 0.124     152.4 5.02    24.00     0.109    1.767 
Critical: 100.96
    332.0    6.5   58.7    4.555  21.9  -0.07e-3 28.8    192.1     0.374    1.760      0.00
   1382.2    4.4   56.5    189.0 0.135     155.0 5.05    12.00     0.109    1.801 
Transfer: 103.33
    345.4    6.5   58.7    3.984  21.9  -0.03e-3 28.9    210.6     0.410    1.760      0.00
    724.5    3.8   56.8    189.0 0.140     151.4 4.91    12.00     0.109    1.739 
Bearing : 105.67
    358.4    6.5   58.7    0.885   4.9   6.00e-3 50.0    365.8     1.497    3.017      0.00
      0.0    0.9   58.2     42.0 0.148      27.6 0.87    12.00     0.109    1.676 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1446.24
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.89
 
 
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
    358.4      6.84     58.68    0.87       58.24    24.00      0.300      1.529      0.000      3.017 
Transfer:      2.33
    345.4      6.76     58.68    3.84       56.76    24.00      0.300      1.504      0.000      1.760 
Critical:      4.71
    332.2      6.53     58.68    4.38       56.49    24.00      0.300      1.428      0.000      1.760 
0.1L    :      9.97
    302.8      6.02     58.68    5.54       55.91    24.00      0.300      1.256      0.000      0.827 
0.2L    :     20.60
    246.6      5.23     55.28    5.80       52.37    24.00      0.300      0.994      0.000      0.496 
0.3L    :     31.23
    191.5      3.90     57.49    5.81       54.59    24.00      0.300      0.549      0.000      0.413 
0.4L    :     41.87
    137.7      2.75     58.60    5.81       55.70    24.00      0.300      0.165      0.000      0.413 
0.5L    :     52.50
     85.0      1.70     58.60    5.81       55.70    24.00      0.300      0.000      0.000      0.413 
0.6L    :     63.13
    137.7      2.75     58.60    5.81       55.70    24.00      0.300      0.165      0.000      0.413 
0.7L    :     73.77
    191.5      3.90     57.49    5.81       54.59    24.00      0.300      0.549      0.000      0.413 
0.8L    :     84.40
    246.6      5.23     55.28    5.80       52.37    24.00      0.300      0.994      0.000      0.496 
0.9L    :     95.03
    302.8      6.02     58.68    5.54       55.91    24.00      0.300      1.256      0.000      0.827 
Critical:    100.29
    332.2      6.53     58.68    4.38       56.49    24.00      0.300      1.428      0.000      1.760 
Transfer:    102.67
    345.4      6.76     58.68    3.84       56.76    24.00      0.300      1.504      0.000      1.760 
Bearing :    105.00
    358.4      6.84     58.68    0.87       58.24    24.00      0.300      1.529      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 = 9.97 ft
Prestress      :       1.327  1.80      2.388  2.20      2.919
Self Wt.       :      -0.491  1.85     -0.909  2.40     -1.179
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          :       0.836            1.480            1.740
 
At 0.2 x L = 20.60 ft
Prestress      :       2.383  1.80      4.290  2.20      5.243
Self Wt.       :      -0.922  1.85     -1.705  2.40     -2.212
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          :       1.462            2.585            3.031
 
At 0.3 x L = 31.23 ft
Prestress      :       3.138  1.80      5.648  2.20      6.903
Self Wt.       :      -1.250  1.85     -2.312  2.40     -2.999
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          :       1.888            3.336            3.904
 
At 0.4 x L = 41.87 ft
Prestress      :       3.595  1.80      6.470  2.20      7.908
Self Wt.       :      -1.456  1.85     -2.694  2.40     -3.494
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          :       2.139            3.776            4.413
 
At 0.5 x L = 52.50 ft
Prestress      :       3.755  1.80      6.760  2.20      8.262
Self Wt.       :      -1.529  1.85     -2.829  2.40     -3.669
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          :       2.226            3.931            4.592
 
At 0.6 x L = 63.13 ft
Prestress      :       3.595  1.80      6.470  2.20      7.908
Self Wt.       :      -1.456  1.85     -2.694  2.40     -3.494
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          :       2.139            3.776            4.413
 
At 0.7 x L = 73.77 ft
Prestress      :       3.138  1.80      5.648  2.20      6.903
Self Wt.       :      -1.250  1.85     -2.312  2.40     -2.999
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          :       1.888            3.336            3.904
 
At 0.8 x L = 84.40 ft
Prestress      :       2.383  1.80      4.290  2.20      5.243
Self Wt.       :      -0.922  1.85     -1.705  2.40     -2.212
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          :       1.462            2.585            3.031
 
At 0.9 x L = 95.03 ft
Prestress      :       1.327  1.80      2.388  2.20      2.919
Self Wt.       :      -0.491  1.85     -0.909  2.40     -1.179
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          :       0.836            1.480            1.740
 

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
   711.5    51.5  4.838  263.4    4.5   3.84   5260.0  0.037T 1.00       -       -     -     -  
H/2     :   2.59
   788.9    51.5  4.913  263.3    4.6   3.90   5342.8  0.036T 1.00       -       -     -     -  
0.1L    :   9.97
  2805.2    53.1  7.050  260.7    6.5   5.54   7701.6  0.025T 1.00       -       -     -     -  
0.2L    :  20.60
  5124.2    55.3  7.378  260.7    6.8   5.80   8393.8  0.023T 1.00    857.0   857.0    9.79    -  
0.3L    :  31.23
  6747.4    57.5  7.378  261.0    6.8   5.81   8760.4  0.023T 1.00    663.0   663.0   13.21    -  
0.4L    :  41.87
  7717.8    58.6  7.378  261.2    6.8   5.81   8943.8  0.023T 1.00    548.1   548.1   16.32    -  
0.5L    :  52.50
  8010.9    58.6  7.378  261.2    6.8   5.81   8943.8  0.023T 1.00    504.3   504.3   17.74    -  
0.6L    :  63.13
  7717.7    58.6  7.378  261.2    6.8   5.81   8943.8  0.023T 1.00    548.1   548.1   16.32    -  
0.7L    :  73.77
  6747.4    57.5  7.378  261.0    6.8   5.81   8760.4  0.023T 1.00    663.0   663.0   13.21    -  
0.8L    :  84.40
  5124.2    55.3  7.378  260.7    6.8   5.80   8393.8  0.023T 1.00    857.0   857.0    9.79    -  
0.9L    :  95.03
  2805.2    53.1  7.050  260.7    6.5   5.54   7701.6  0.025T 1.00       -       -     -     -  
H/2     : 102.41
   788.9    51.5  4.913  263.3    4.6   3.90   5342.8  0.036T 1.00       -       -     -     -  
Transfer: 102.67
   711.5    51.5  4.838  263.4    4.5   3.84   5260.0  0.037T 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 1-17; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.065
        M   2.00 Fb     0.143
 
  2   2 E  50.00 Ft     0.370
        M   6.00 Fb     0.095
 
  3   2 E  48.00 Ft     0.656
        M   4.00 Fb     0.060
 
  4   2 E  46.00 Ft     0.926
        M   2.00 Fb     0.040
 
  5   2 E   6.00 Ft     0.877
        M   6.00 Fb     0.274
 
  6   2 E   6.00 Ft     0.828
        M   6.00 Fb     0.508
 
  7   2 E   6.00 Ft     0.780
        M   6.00 Fb     0.742
 
  8   2 E   4.00 Ft     0.714
        M   4.00 Fb     0.991
 
  9   2 E   4.00 Ft     0.647
        M   4.00 Fb     1.239
 
 10   2 E   4.00 Ft     0.581
        M   4.00 Fb     1.487
 
 11   2 E   4.00 Ft     0.515
        M   4.00 Fb     1.735
 
 12   2 E   4.00 Ft     0.449
        M   4.00 Fb     1.984
 
 13   2 E   2.00 Ft     0.365
        M   2.00 Fb     2.246
 
 14   2 E   2.00 Ft     0.282
        M   2.00 Fb     2.508
 
 15   2 E   2.00 Ft     0.198
        M   2.00 Fb     2.770
 
 16   2 E   2.00 Ft     0.115
        M   2.00 Fb     3.032
 
 17   2 E   2.00 Ft     0.031
        M   2.00 Fb     3.294
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 106.33            Release Length, ft: 106.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  34
No. of strands, Draped:   6           No. of strands, Straight:  28
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  7.81 %               Final losses: 13.27 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.295     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.031       Trans
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  8943.80     8010.87     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   0.200     Midspan
    Pre.Top:   4.200  -0.000     Bearing    3.150   2.048     Midspan
    Pre.Bot:   4.200  -0.000     Bearing    3.150   2.745    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503  -0.000     Bearing
    Pre.Bot:  -0.503  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.555     Midspan
    Pre.Bot:                                                             2.800   1.228    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.755  1.80      6.760  2.20      8.262
Self Wt.       :      -1.529  1.85     -2.829  2.40     -3.669
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          :       2.226            3.931            4.592
 
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

