 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTD85 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 85 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 0.4*(beam length)
                     (9) The beam lifting and supporting points are both assumed are 1.75 feet and 4.25 feet from 
                     the girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 5 ksi and 6 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_6e03.tmp\BTD85-0_40\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       44.000
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.834
Number of spans         =            1
Number of lanes         =            3
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       34.000
Bridge c/s,MI(Ixx), in4 =   3542474.00
 
SPAN DATA
---------
Precast length    , ft =     86.333
Bearing-to-bearing, ft =     85.000
Release span      , ft =     86.333
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1               IA-BTD    3.500    748.8   285860.0  54.00  24.64  34.00   8.125
 2               IA-BTD    9.250    748.8   285860.0  54.00  24.64  34.00   9.250
 3               IA-BTD    9.250    748.8   285860.0  54.00  24.64  34.00   9.250
 4               IA-BTD    9.250    748.8   285860.0  54.00  24.64  34.00   9.250
 5               IA-BTD    9.250    748.8   285860.0  54.00  24.64  34.00   8.125
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      6.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4877.010        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      5.000 
Eci ,ksi      =   4592.230
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.40L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: 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   85.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   85.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   85.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   85.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   85.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   85.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   85.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   85.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   85.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   85.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   85.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   42.500
   1    2        0.500   42.500
   1    3        0.500   42.500
   1    4        0.500   42.500
   1    5        0.250   42.500
 
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   85.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   85.00   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    0.060     0.045 OK     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              5.00 ksi 
  Elasticity          4592.2 ksi 
  Max comp              3.25 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.54 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      6.00 ksi    4.00 ksi 
  Elasticity 4877.01 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.60 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.70 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    2.40 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.47 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    5.00        6.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 22 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 34.53 ft from member end )
 
END PATTERN (Ycg = 11.64 in):
 
  12 @  2.000 in 6 @  6.000 in 2 @ 48.000 in 2 @ 50.000 in 
 
MID PATTERN (Ycg = 3.27 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  2.000 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    3.00  0.1250  0.3750 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.3750  2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  2.2500  2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.6670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  7.9170 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.9170 12.9170 Yes       
       2 US#5[M16]  60.0  0.62   15.00 12.9170 19.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 19.1670 67.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 67.1663 73.4163 Yes       
       2 US#5[M16]  60.0  0.62   12.00 73.4163 78.4163 Yes       
       2 US#5[M16]  60.0  0.62    9.00 78.4163 80.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 80.6663 83.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 83.6663 84.0833 Yes       
       2 US#6[M19]  60.0  0.88    4.50 84.0833 85.9583 Yes       
       2 US#6[M19]  60.0  0.88    3.00 85.9583 86.2083 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 86.3330       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:
 22 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 34.53 ft from member end )
 
END PATTERN (Ycg = 11.64 in):
 
  12 @  2.000 in 6 @  6.000 in 2 @ 48.000 in 2 @ 50.000 in 
 
MID PATTERN (Ycg = 3.27 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  2.000 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    3.00  0.1250  0.3750 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.3750  2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  2.2500  2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.6670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  7.9170 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.9170 12.9170 Yes       
       2 US#5[M16]  60.0  0.62   15.00 12.9170 19.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 19.1670 67.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 67.1663 73.4163 Yes       
       2 US#5[M16]  60.0  0.62   12.00 73.4163 78.4163 Yes       
       2 US#5[M16]  60.0  0.62    9.00 78.4163 80.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 80.6663 83.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 83.6663 84.0833 Yes       
       2 US#6[M19]  60.0  0.88    4.50 84.0833 85.9583 Yes       
       2 US#6[M19]  60.0  0.88    3.00 85.9583 86.2083 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 86.3330       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:
 22 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 34.53 ft from member end )
 
END PATTERN (Ycg = 11.64 in):
 
  12 @  2.000 in 6 @  6.000 in 2 @ 48.000 in 2 @ 50.000 in 
 
MID PATTERN (Ycg = 3.27 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  2.000 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    3.00  0.1250  0.3750 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.3750  2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  2.2500  2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.6670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  7.9170 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.9170 12.9170 Yes       
       2 US#5[M16]  60.0  0.62   15.00 12.9170 19.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 19.1670 67.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 67.1663 73.4163 Yes       
       2 US#5[M16]  60.0  0.62   12.00 73.4163 78.4163 Yes       
       2 US#5[M16]  60.0  0.62    9.00 78.4163 80.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 80.6663 83.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 83.6663 84.0833 Yes       
       2 US#6[M19]  60.0  0.88    4.50 84.0833 85.9583 Yes       
       2 US#6[M19]  60.0  0.88    3.00 85.9583 86.2083 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 86.3330       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:
 22 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 34.53 ft from member end )
 
END PATTERN (Ycg = 11.64 in):
 
  12 @  2.000 in 6 @  6.000 in 2 @ 48.000 in 2 @ 50.000 in 
 
MID PATTERN (Ycg = 3.27 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  2.000 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    3.00  0.1250  0.3750 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.3750  2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  2.2500  2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.6670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  7.9170 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.9170 12.9170 Yes       
       2 US#5[M16]  60.0  0.62   15.00 12.9170 19.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 19.1670 67.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 67.1663 73.4163 Yes       
       2 US#5[M16]  60.0  0.62   12.00 73.4163 78.4163 Yes       
       2 US#5[M16]  60.0  0.62    9.00 78.4163 80.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 80.6663 83.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 83.6663 84.0833 Yes       
       2 US#6[M19]  60.0  0.88    4.50 84.0833 85.9583 Yes       
       2 US#6[M19]  60.0  0.88    3.00 85.9583 86.2083 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 86.3330       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:
 22 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 34.53 ft from member end )
 
END PATTERN (Ycg = 11.64 in):
 
  12 @  2.000 in 6 @  6.000 in 2 @ 48.000 in 2 @ 50.000 in 
 
MID PATTERN (Ycg = 3.27 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  2.000 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    3.00  0.1250  0.3750 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.3750  2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  2.2500  2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.6670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  7.9170 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.9170 12.9170 Yes       
       2 US#5[M16]  60.0  0.62   15.00 12.9170 19.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 19.1670 67.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 67.1663 73.4163 Yes       
       2 US#5[M16]  60.0  0.62   12.00 73.4163 78.4163 Yes       
       2 US#5[M16]  60.0  0.62    9.00 78.4163 80.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 80.6663 83.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 83.6663 84.0833 Yes       
       2 US#6[M19]  60.0  0.88    4.50 84.0833 85.9583 Yes       
       2 US#6[M19]  60.0  0.88    3.00 85.9583 86.2083 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 86.3330       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   85.00
     DC  Line       0.052      0.00       0.052   85.00
     DC  Line       0.076      0.00       0.076   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.333 ft
Release length = 86.333 ft
Design  length = 85.000 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)  : 0.756   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.912   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.005   (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           1424.7 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           691516 in4#
Ht. of c.g.           =        24.64 in             40.60 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 = 0.8748

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     7.97    16.60    25.23    33.87    42.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    754.3    773.7    773.7    773.7    773.7    773.7    773.7    773.7
  Yb      ,  in    24.54    24.20    24.20    24.16    24.09    24.02    23.95    23.95
  MI(Ixx) , in4   286810   290395   290437   291341   292965   294799   296843   296843
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1429.8   1447.8   1447.8   1447.8   1447.8   1447.8   1447.8   1447.8
  Yb      ,  in    40.50    40.13    40.13    40.10    40.07    40.04    40.00    40.00
  MI(Ixx) , in4   695859   711575   711661   713461   716516   719769   723222   723222

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 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           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  22 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 34.53 ft from member end )
END PATTERN (Ycg = 11.64 in):
    12 @  2.000 in     6 @  6.000 in     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.27 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  2.000 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     =    4.77 in2      Initial Pull          =      935.8 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.906 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.883 ft
Holddown Force        =  18.772 kips     Beam Shrtng (PL/AE)   =      0.273 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)       
--------------------------------------------------------------------------------------
      1901.029         740 1406.762     16.627 67340.117   974.158     546.482        
 
 
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       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.3750      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      7.9170    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.9170     12.9170    Yes
      2      US#5[M16]       60.00        0.62      15.00      12.9170     19.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      19.1670     67.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      67.1663     73.4163    Yes
      2      US#5[M16]       60.00        0.62      12.00      73.4163     78.4163    Yes
      2      US#5[M16]       60.00        0.62       9.00      78.4163     80.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      80.6663     83.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00      83.6663     84.0833    Yes
      2      US#6[M19]       60.00        0.88       4.50      84.0833     85.9583    Yes
      2      US#6[M19]       60.00        0.88       3.00      85.9583     86.2083    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 86.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.7740 in2       Ycg =  3.27 in
         P_init    =      935.8 kips  Ecc = 21.37 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.30 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.821 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.30 ksi    0.00 ksi
    due to Composite Loads                                 -1.48 ksi    0.00 ksi
    due to Live Loads                                      -5.11 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.41 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.30 ksi  ( 5.76 %)            11.93 ksi ( 6.09 %)
Total Prestress Losses                                    23.23 ksi (11.85 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    75.2    83.4   239.3   442.8   588.2   675.4   704.4
(Max)       V      33.2    31.3    31.1    26.9    20.2    13.5     6.7     0.0
DL-Prec.  : M       0.0    15.8    17.5    50.2    92.9   123.3   141.6   147.7
DC(Max)     V       7.0     6.6     6.5     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.6    86.0   247.0   456.9   606.9   696.9   726.9
Haunch (Max)V      34.2    32.3    32.1    27.8    20.8    13.9     6.9     0.0
Diaphragm : M       0.0     0.3     0.3     1.0     2.1     3.2     4.2     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.5    31.6    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.8    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    17.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   202.3   224.1   639.4  1168.5  1527.1  1739.6  1792.5
            V     113.0   108.7   108.2    98.2    83.1    67.9    47.3    10.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   113.0   108.7   108.2    98.2    83.9    70.2    57.0    44.4
            M       0.0   207.8   229.9   639.4  1109.0  1410.0  1537.2  1501.7
Total     : M+      0.0   415.5   460.4  1317.8  2423.9  3194.9  3655.4  3791.6
            V     206.9   197.5   196.4   174.6   140.4   106.1    66.5    10.8
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   206.9   197.5   196.4   174.6   141.2   108.4    76.2    44.5
            M       0.0   421.0   466.2  1317.8  2364.4  3077.9  3453.0  3500.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.41   82.67   85.00
Self wt.  : M     675.4   588.2   442.8   239.3    83.4    75.2     0.0
(Max)       V       6.7    13.5    20.2    26.9    31.1    31.3    33.2
DL-Prec.  : M     141.6   123.3    92.9    50.2    17.5    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     696.9   606.9   456.9   247.0    86.0    77.6     0.0
Haunch (Max)V       6.9    13.9    20.8    27.8    32.1    32.3    34.2
Diaphragm : M       4.2     3.2     2.1     1.0     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     256.3   223.2   168.0    90.8    31.6    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.8    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    17.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
LL + I    : M+   1739.6  1527.1  1168.5   639.4   224.1   202.3     0.0
            V      47.3    67.9    83.1    98.2   108.2   108.7   113.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.0    70.2    83.9    98.2   108.2   108.7   113.0
            M    1537.2  1410.0  1109.0   639.4   229.9   207.8     0.0
Total     : M+   3655.4  3194.9  2423.9  1317.8   460.4   415.5     0.0
            V      66.5   106.1   140.4   174.6   196.4   197.5   206.9
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    76.2   108.4   141.2   174.6   196.4   197.5   206.9
            M    3453.0  3077.9  2364.4  1317.8   466.2   421.0     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               33.2             33.2
Deck+Haunch            34.2             34.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            7.0              7.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           34.7             34.7
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    75.2    83.4   239.3   442.8   588.2   675.4   704.4
(Max)       V      33.2    31.3    31.1    26.9    20.2    13.5     6.7     0.0
DL-Prec.  : M       0.0    15.8    17.5    50.2    92.9   123.3   141.6   147.7
DC(Max)     V       7.0     6.6     6.5     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.6    86.0   247.0   456.9   606.9   696.9   726.9
Haunch (Max)V      34.2    32.3    32.1    27.8    20.8    13.9     6.9     0.0
Diaphragm : M       0.0     0.3     0.3     1.0     2.1     3.2     4.2     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.5    31.6    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.8    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    17.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   161.8   179.3   511.5   934.8  1221.6  1391.7  1434.0
            V      90.4    86.9    86.6    78.6    66.5    54.3    37.9     8.5
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    90.4    86.9    86.6    78.6    67.1    56.1    45.6    35.5
            M       0.0   166.2   183.9   511.5   887.2  1128.0  1229.7  1201.4
Total     : M+      0.0   375.1   415.6  1190.0  2190.2  2889.5  3307.5  3433.1
            V     184.3   175.7   174.8   155.0   123.8    92.6    57.0     8.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   184.3   175.7   174.8   155.0   124.4    94.4    64.8    35.6
            M       0.0   379.4   420.2  1190.0  2142.6  2795.9  3145.5  3200.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.41   82.67   85.00
Self wt.  : M     675.4   588.2   442.8   239.3    83.4    75.2     0.0
(Max)       V       6.7    13.5    20.2    26.9    31.1    31.3    33.2
DL-Prec.  : M     141.6   123.3    92.9    50.2    17.5    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     696.9   606.9   456.9   247.0    86.0    77.6     0.0
Haunch (Max)V       6.9    13.9    20.8    27.8    32.1    32.3    34.2
Diaphragm : M       4.2     3.2     2.1     1.0     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     256.3   223.2   168.0    90.8    31.6    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.8    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    17.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
LL + I    : M+   1391.7  1221.6   934.8   511.5   179.3   161.8     0.0
            V      37.9    54.3    66.5    78.6    86.6    86.9    90.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    45.6    56.1    67.1    78.6    86.6    86.9    90.4
            M    1229.7  1128.0   887.2   511.5   183.9   166.2     0.0
Total     : M+   3307.5  2889.5  2190.2  1190.0   415.6   375.1     0.0
            V      57.0    92.6   123.8   155.0   174.8   175.7   184.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    64.8    94.4   124.4   155.0   174.8   175.7   184.3
            M    3145.5  2795.9  2142.6  1190.0   420.2   379.4     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    94.0   104.2   299.2   553.5   735.2   844.2   880.5
(Max)       V      41.4    39.2    38.9    33.7    25.3    16.8     8.4     0.0
Self wt.  : M       0.0    67.7    75.0   215.4   398.5   529.3   607.8   634.0
(Min)       V      29.8    28.2    28.0    24.2    18.2    12.1     6.1     0.0
DL-Prec.  : M       0.0    19.7    21.9    62.7   116.1   154.2   177.0   184.7
DC(Max)     V       8.7     8.2     8.2     7.1     5.3     3.5     1.8     0.0
DL-Prec.  : M       0.0    14.2    15.7    45.2    83.6   111.0   127.5   133.0
DC(Min)     V       6.3     5.9     5.9     5.1     3.8     2.5     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    97.0   107.5   308.7   571.1   758.6   871.1   908.6
Haunch (Max)V      42.8    40.4    40.1    34.7    26.1    17.4     8.7     0.0
Deck +    : M       0.0    69.9    77.4   222.3   411.2   546.2   627.2   654.2
Haunch (Min)V      30.8    29.1    28.9    25.0    18.8    12.5     6.3     0.0
Diaphragm : M       0.0     0.4     0.4     1.2     2.6     3.9     5.3     6.6
(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     0.9     1.9     2.8     3.8     4.8
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    35.7    39.5   113.5   210.1   279.0   320.4   334.2
DC(Max)     V      15.7    14.9    14.8    12.8     9.6     6.4     3.2     0.0
DL-Comp   : M       0.0    25.7    28.5    81.7   151.2   200.9   230.7   240.6
DC(Min)     V      11.3    10.7    10.6     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    23.6    26.2    75.2   139.1   184.7   212.1   221.2
DW(Max)     V      10.4     9.8     9.8     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.2    11.3    32.6    60.3    80.0    91.9    95.9
DW(Min)     V       4.5     4.3     4.2     3.7     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   354.0   392.2  1119.0  2044.8  2672.3  3044.3  3136.9
            V     197.7   190.2   189.3   171.9   145.4   118.8    82.8    18.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   197.7   190.2   189.3   171.9   146.8   122.8    99.8    77.7
            M       0.0   363.6   402.3  1119.0  1940.7  2467.5  2690.1  2628.0
Total     : M+      0.0   624.5   691.9  1979.5  3637.3  4788.0  5474.4  5672.7
            V     316.9   302.8   301.2   268.8   218.1   167.3   107.1    18.8
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   316.9   302.8   301.2   268.8   219.5   171.3   124.1    77.8
            M       0.0   634.0   702.0  1979.5  3533.1  4583.2  5120.2  5163.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.41   82.67   85.00
Self wt.  : M     844.2   735.2   553.5   299.2   104.2    94.0     0.0
(Max)       V       8.4    16.8    25.3    33.7    38.9    39.2    41.4
Self wt.  : M     607.8   529.3   398.5   215.4    75.0    67.7     0.0
(Min)       V       6.1    12.1    18.2    24.2    28.0    28.2    29.8
DL-Prec.  : M     177.0   154.2   116.1    62.7    21.9    19.7     0.0
DC(Max)     V       1.8     3.5     5.3     7.1     8.2     8.2     8.7
DL-Prec.  : M     127.5   111.0    83.6    45.2    15.7    14.2     0.0
DC(Min)     V       1.3     2.5     3.8     5.1     5.9     5.9     6.3
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     871.1   758.6   571.1   308.7   107.5    97.0     0.0
Haunch (Max)V       8.7    17.4    26.1    34.7    40.1    40.4    42.8
Deck +    : M     627.2   546.2   411.2   222.3    77.4    69.9     0.0
Haunch (Min)V       6.3    12.5    18.8    25.0    28.9    29.1    30.8
Diaphragm : M       5.3     3.9     2.6     1.2     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.8     2.8     1.9     0.9     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     320.4   279.0   210.1   113.5    39.5    35.7     0.0
DC(Max)     V       3.2     6.4     9.6    12.8    14.8    14.9    15.7
DL-Comp   : M     230.7   200.9   151.2    81.7    28.5    25.7     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.6    10.7    11.3
DL-Comp   : M     212.1   184.7   139.1    75.2    26.2    23.6     0.0
DW(Max)     V       2.1     4.2     6.3     8.5     9.8     9.8    10.4
DL-Comp   : M      91.9    80.0    60.3    32.6    11.3    10.2     0.0
DW(Min)     V       0.9     1.8     2.7     3.7     4.2     4.3     4.5
LL + I    : M+   3044.3  2672.3  2044.8  1119.0   392.2   354.0     0.0
            V      82.8   118.8   145.4   171.9   189.3   190.2   197.7
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    99.8   122.8   146.8   171.9   189.3   190.2   197.7
            M    2690.1  2467.5  1940.7  1119.0   402.3   363.6     0.0
Total     : M+   5474.4  4788.0  3637.3  1979.5   691.9   624.5     0.0
            V     107.1   167.3   218.1   268.8   301.2   302.8   316.9
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   124.1   171.3   219.5   268.8   301.2   302.8   316.9
            M    5120.2  4583.2  3533.1  1979.5   702.0   634.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.4             41.4
Deck+Haunch            42.8             42.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            8.7              8.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           52.1             52.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    75.2    83.4   239.3   442.8   588.2   675.4   704.4
(Max)       V      33.2    31.3    31.1    26.9    20.2    13.5     6.7     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    15.8    17.5    50.2    92.9   123.3   141.6   147.7
DC(Max)     V       7.0     6.6     6.5     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.6    86.0   247.0   456.9   606.9   696.9   726.9
Haunch (Max)V      34.2    32.3    32.1    27.8    20.8    13.9     6.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.0     2.1     3.2     4.2     5.3
(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    28.5    31.6    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.8    10.2     7.7     5.1     2.6     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    15.8    17.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     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   203.1   224.9   633.2  1127.0  1465.4  1633.0  1600.4
            V     114.4   110.1   109.6    99.8    85.3    65.6    51.0    28.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   114.4   110.1   109.6    99.8    85.3    70.7    56.1    41.9
            M       0.0   203.1   224.9   633.2  1127.0  1420.5  1514.0  1416.9
Total     : M+      0.0   416.3   461.1  1311.6  2382.4  3133.3  3548.8  3599.6
            V     208.3   198.9   197.9   176.2   142.6   103.8    70.2    28.4
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   208.3   198.9   197.9   176.2   142.6   109.0    75.3    42.0
            M       0.0   416.3   461.1  1311.6  2382.4  3088.4  3429.8  3416.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.41   82.67   85.00
Self wt.  : M     675.4   588.2   442.8   239.3    83.4    75.2     0.0
(Max)       V       6.7    13.5    20.2    26.9    31.1    31.3    33.2
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     141.6   123.3    92.9    50.2    17.5    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     696.9   606.9   456.9   247.0    86.0    77.6     0.0
Haunch (Max)V       6.9    13.9    20.8    27.8    32.1    32.3    34.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.2     3.2     2.1     1.0     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     256.3   223.2   168.0    90.8    31.6    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.8    11.9    12.6
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     141.4   123.2    92.7    50.1    17.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1633.0  1465.4  1127.0   633.2   224.9   203.1     0.0
            V      51.0    65.6    85.3    99.8   109.6   110.1   114.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    56.1    70.7    85.3    99.8   109.6   110.1   114.4
            M    1514.0  1420.5  1127.0   633.2   224.9   203.1     0.0
Total     : M+   3548.8  3133.3  2382.4  1311.6   461.1   416.3     0.0
            V      70.2   103.8   142.6   176.2   197.9   198.9   208.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    75.3   109.0   142.6   176.2   197.9   198.9   208.3
            M    3429.8  3088.4  2382.4  1311.6   461.1   416.3     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.120   0.322   0.570   0.745   0.847   0.883 
Bottom        -0.097  -0.260  -0.459  -0.597  -0.676  -0.704 
 
Prestress
Precast-top   -0.067  -0.191  -0.380  -0.566  -0.749  -0.749 
Bottom         2.246   2.343   2.489   2.632   2.771   2.771 
 
Total
Precast-top    0.053   0.131   0.190   0.179   0.098   0.133 
Bottom         2.148   2.083   2.031   2.035   2.096   2.068 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.64 %)
             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    7.97   16.60   25.23   33.87   42.50
 
Prestress
Precast-top   -0.003  -0.059  -0.064  -0.169  -0.335  -0.500  -0.662  -0.662
Bottom         0.449   1.984   1.988   2.070   2.200   2.326   2.449   2.449
 
Self wt.
Precast-top   -0.000   0.093   0.103   0.294   0.543   0.718   0.820   0.856
Bottom        -0.000  -0.075  -0.083  -0.238  -0.437  -0.575  -0.654  -0.682
 
DL-Prec (DC)
Precast-top   -0.000   0.019   0.022   0.062   0.114   0.151   0.172   0.179
Bottom        -0.000  -0.016  -0.017  -0.050  -0.092  -0.121  -0.137  -0.143
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.003   0.004   0.005   0.006
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.096   0.106   0.304   0.560   0.741   0.846   0.883
Bottom        -0.000  -0.078  -0.086  -0.246  -0.451  -0.593  -0.675  -0.704
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.010   0.030   0.055   0.072   0.083   0.086
Precast-top   -0.000   0.007   0.007   0.021   0.039   0.052   0.060   0.062
Bottom        -0.000  -0.019  -0.021  -0.061  -0.113  -0.149  -0.170  -0.177
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.016   0.030   0.040   0.046   0.048
Precast-top   -0.000   0.004   0.004   0.012   0.022   0.029   0.033   0.034
Bottom        -0.000  -0.011  -0.012  -0.034  -0.062  -0.082  -0.094  -0.098
 
LL+I(+)
Topping-top   -0.000   0.066   0.073   0.208   0.380   0.495   0.562   0.579
Precast-top   -0.000   0.047   0.052   0.149   0.273   0.355   0.404   0.416
Bottom        -0.000  -0.137  -0.152  -0.431  -0.784  -1.019  -1.155  -1.190
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.080   0.089   0.254   0.464   0.607   0.690   0.713 
Precast-top   -0.003   0.207   0.230   0.674   1.217   1.549   1.678   1.775 
Bottom         0.449   1.649   1.617   1.009   0.259  -0.217  -0.440  -0.551 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.014   0.016   0.046   0.085   0.112   0.128   0.134 
Precast-top   -0.003   0.160   0.178   0.525   0.944   1.193   1.274   1.359 
Bottom         0.449   1.786   1.768   1.441   1.043   0.802   0.715   0.639 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.120   0.322   0.570   0.745   0.847   0.883 
Bottom        -0.097  -0.260  -0.459  -0.597  -0.676  -0.704 
 
Prestress
Precast-top   -0.067  -0.191  -0.380  -0.566  -0.749  -0.749 
Bottom         2.246   2.343   2.489   2.632   2.771   2.771 
 
Total
Precast-top    0.053   0.131   0.190   0.179   0.098   0.133 
Bottom         2.148   2.083   2.031   2.035   2.096   2.068 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.64 %)
             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    7.97   16.60   25.23   33.87   42.50
 
Prestress
Precast-top   -0.003  -0.059  -0.064  -0.169  -0.335  -0.500  -0.662  -0.662
Bottom         0.449   1.984   1.988   2.070   2.200   2.326   2.449   2.449
 
Self wt.
Precast-top   -0.000   0.093   0.103   0.294   0.543   0.718   0.820   0.856
Bottom        -0.000  -0.075  -0.083  -0.238  -0.437  -0.575  -0.654  -0.682
 
DL-Prec (DC)
Precast-top   -0.000   0.019   0.022   0.062   0.114   0.151   0.172   0.179
Bottom        -0.000  -0.016  -0.017  -0.050  -0.092  -0.121  -0.137  -0.143
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.003   0.004   0.005   0.006
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.096   0.106   0.304   0.560   0.741   0.846   0.883
Bottom        -0.000  -0.078  -0.086  -0.246  -0.451  -0.593  -0.675  -0.704
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.010   0.030   0.055   0.072   0.083   0.086
Precast-top   -0.000   0.007   0.007   0.021   0.039   0.052   0.060   0.062
Bottom        -0.000  -0.019  -0.021  -0.061  -0.113  -0.149  -0.170  -0.177
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.016   0.030   0.040   0.046   0.048
Precast-top   -0.000   0.004   0.004   0.012   0.022   0.029   0.033   0.034
Bottom        -0.000  -0.011  -0.012  -0.034  -0.062  -0.082  -0.094  -0.098
 
LL+I(+)
Topping-top   -0.000   0.053   0.059   0.167   0.304   0.396   0.449   0.463
Precast-top   -0.000   0.038   0.042   0.120   0.218   0.284   0.323   0.333
Bottom        -0.000  -0.110  -0.121  -0.345  -0.627  -0.815  -0.924  -0.952
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.067   0.075   0.213   0.388   0.508   0.578   0.597 
Precast-top   -0.003   0.197   0.220   0.644   1.162   1.478   1.597   1.692 
Bottom         0.449   1.676   1.647   1.096   0.416  -0.013  -0.209  -0.313 
 

 
 
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    7.97   16.60   25.23   33.87   42.50
F_LL+I(+)
Topping-top   -0.000   0.066   0.073   0.206   0.366   0.475   0.527   0.517
Precast-top   -0.000   0.048   0.053   0.148   0.263   0.341   0.379   0.372
Bottom        -0.000  -0.137  -0.152  -0.427  -0.756  -0.978  -1.084  -1.062
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.074   0.081   0.229   0.409   0.531   0.591   0.584 
Precast-top   -0.002   0.127   0.142   0.410   0.735   0.938   1.016   1.051 
Bottom         0.225   0.755   0.732   0.293  -0.235  -0.577  -0.727  -0.743 
 

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
    316.9    6.5   58.9    0.569   3.7   6.00e-3 50.0    322.7     1.312    2.347      0.00
      0.0    0.6   58.6     42.0 0.152      25.8 0.87    12.00     0.101    1.634 
Transfer:   3.00
    302.8    6.5   58.9    2.560  16.6   1.21e-3 33.3    247.0     0.562    1.760      0.00
    634.0    2.5   57.7    189.0 0.142      72.9 2.51    12.00     0.101    1.720 
Critical:   5.46
    287.9    6.5   58.9    2.933  16.6  -0.00e-3 29.0    164.1     0.316    1.760      0.00
   1227.5    2.9   57.5    189.0 0.135     139.2 4.81    12.00     0.101    1.804 
0.1L    :   8.63
    268.8    6.5   58.9    3.411  16.6   0.23e-3 29.8    164.1     0.328    0.620      0.00
   1979.5    3.3   57.3    189.0 0.126     118.0 4.09    12.00     0.101    1.488 
0.2L    :  17.27
    219.5    6.5   54.8    4.774  16.6   0.75e-3 31.6    145.6     0.339    0.496      0.00
   3533.1    3.8   52.9    189.0 0.110      81.7 3.07    24.00     0.101    1.276 
0.3L    :  25.90
    171.3    6.5   56.9    4.774  16.6   1.86e-3 35.5    118.3     0.307    0.413      0.00
   4583.2    3.8   55.0    189.0 0.081      55.5 2.01    24.00     0.101    1.216 
0.4L    :  34.53
    124.1    6.5   59.0    4.774   0.0   2.19e-3 36.7     85.8     0.224    0.413      0.00
   5120.2    3.8   57.1    189.0 0.062      52.1 1.82    24.00     0.101    1.527 
0.5L    :  43.17
     77.8    6.5   59.0    4.774   0.0   1.92e-3 35.7     30.0     0.101    0.413      0.00
   5163.8    3.8   57.1    189.0 0.039      56.5 1.97    24.00     0.101    2.550 
0.6L    :  51.80
    124.1    6.5   59.0    4.774   0.0   2.19e-3 36.7     85.8     0.224    0.413      0.00
   5120.2    3.8   57.1    189.0 0.062      52.1 1.82    24.00     0.101    1.527 
0.7L    :  60.43
    171.3    6.5   56.9    4.774  16.6   1.86e-3 35.5    118.3     0.307    0.413      0.00
   4583.2    3.8   55.0    189.0 0.081      55.5 2.01    24.00     0.101    1.216 
0.8L    :  69.07
    219.5    6.5   54.8    4.774  16.6   0.75e-3 31.6    145.6     0.339    0.496      0.00
   3533.1    3.8   52.9    189.0 0.110      81.7 3.07    24.00     0.101    1.276 
0.9L    :  77.70
    268.8    6.5   58.9    3.411  16.6   0.23e-3 29.8    164.1     0.328    0.620      0.00
   1979.5    3.3   57.3    189.0 0.126     118.0 4.09    12.00     0.101    1.488 
Critical:  80.88
    287.9    6.5   58.9    2.933  16.6  -0.00e-3 29.0    164.1     0.316    1.760      0.00
   1227.5    2.9   57.5    189.0 0.135     139.2 4.81    12.00     0.101    1.804 
Transfer:  83.33
    302.8    6.5   58.9    2.560  16.6   1.21e-3 33.3    247.0     0.562    1.760      0.00
    634.0    2.5   57.7    189.0 0.142      72.9 2.51    12.00     0.101    1.720 
Bearing :  85.67
    316.9    6.5   58.9    0.569   3.7   6.00e-3 50.0    322.7     1.312    2.347      0.00
      0.0    0.6   58.6     42.0 0.152      25.8 0.87    12.00     0.101    1.634 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  935.80
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.87
 
 
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
    316.9      6.01     58.92    0.56       58.63    24.00      0.300      1.252      0.000      2.347 
Transfer:      2.33
    302.8      5.84     58.92    2.51       57.66    24.00      0.300      1.195      0.000      1.760 
Critical:      4.79
    288.0      5.57     58.92    2.87       57.48    24.00      0.300      1.106      0.000      1.760 
0.1L    :      7.97
    268.8      5.22     58.92    3.33       57.25    24.00      0.300      0.989      0.000      0.620 
0.2L    :     16.60
    219.5      4.61     54.80    3.80       52.90    24.00      0.300      0.787      0.000      0.496 
0.3L    :     25.23
    171.3      3.46     56.89    3.80       54.99    24.00      0.300      0.404      0.000      0.413 
0.4L    :     33.87
    124.1      2.42     58.98    3.81       57.07    24.00      0.300      0.055      0.000      0.413 
0.5L    :     42.50
     77.8      1.52     58.98    3.81       57.07    24.00      0.300      0.000      0.000      0.413 
0.6L    :     51.13
    124.1      2.42     58.98    3.81       57.07    24.00      0.300      0.055      0.000      0.413 
0.7L    :     59.77
    171.3      3.46     56.89    3.80       54.99    24.00      0.300      0.404      0.000      0.413 
0.8L    :     68.40
    219.5      4.61     54.80    3.80       52.90    24.00      0.300      0.787      0.000      0.496 
0.9L    :     77.03
    268.8      5.22     58.92    3.33       57.25    24.00      0.300      0.989      0.000      0.620 
Critical:     80.21
    288.0      5.57     58.92    2.87       57.48    24.00      0.300      1.106      0.000      1.760 
Transfer:     82.67
    302.8      5.84     58.92    2.51       57.66    24.00      0.300      1.195      0.000      1.760 
Bearing :     85.00
    316.9      6.01     58.92    0.56       58.63    24.00      0.300      1.252      0.000      2.347 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.97 ft
Prestress      :       0.605  1.80      1.089  2.20      1.331
Self Wt.       :      -0.229  1.85     -0.423  2.40     -0.549
Deck + Haunch  :                       -0.196  2.30     -0.451
DL-Prec. (DC)  :                       -0.040  3.00     -0.120
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.029  3.00     -0.088
DL-Comp. (DW)  :                       -0.016  3.00     -0.049
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 16.60 ft
Prestress      :       1.093  1.80      1.967  2.20      2.404
Self Wt.       :      -0.430  1.85     -0.796  2.40     -1.033
Deck + Haunch  :                       -0.385  2.30     -0.885
DL-Prec. (DC)  :                       -0.078  3.00     -0.235
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.058  3.00     -0.174
DL-Comp. (DW)  :                       -0.032  3.00     -0.096
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 25.23 ft
Prestress      :       1.448  1.80      2.607  2.20      3.187
Self Wt.       :      -0.586  1.85     -1.083  2.40     -1.405
Deck + Haunch  :                       -0.531  2.30     -1.221
DL-Prec. (DC)  :                       -0.108  3.00     -0.324
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.080  3.00     -0.240
DL-Comp. (DW)  :                       -0.044  3.00     -0.132
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 33.87 ft
Prestress      :       1.659  1.80      2.987  2.20      3.650
Self Wt.       :      -0.681  1.85     -1.260  2.40     -1.635
Deck + Haunch  :                       -0.621  2.30     -1.428
DL-Prec. (DC)  :                       -0.126  3.00     -0.379
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.094  3.00     -0.281
DL-Comp. (DW)  :                       -0.052  3.00     -0.155
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 42.50 ft
Prestress      :       1.735  1.80      3.124  2.20      3.818
Self Wt.       :      -0.715  1.85     -1.323  2.40     -1.717
Deck + Haunch  :                       -0.653  2.30     -1.502
DL-Prec. (DC)  :                       -0.133  3.00     -0.398
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.099  3.00     -0.296
DL-Comp. (DW)  :                       -0.054  3.00     -0.163
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 51.13 ft
Prestress      :       1.659  1.80      2.987  2.20      3.650
Self Wt.       :      -0.681  1.85     -1.260  2.40     -1.635
Deck + Haunch  :                       -0.621  2.30     -1.428
DL-Prec. (DC)  :                       -0.126  3.00     -0.379
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.094  3.00     -0.281
DL-Comp. (DW)  :                       -0.052  3.00     -0.155
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 59.77 ft
Prestress      :       1.448  1.80      2.607  2.20      3.187
Self Wt.       :      -0.586  1.85     -1.083  2.40     -1.405
Deck + Haunch  :                       -0.531  2.30     -1.221
DL-Prec. (DC)  :                       -0.108  3.00     -0.324
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.080  3.00     -0.240
DL-Comp. (DW)  :                       -0.044  3.00     -0.132
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 68.40 ft
Prestress      :       1.093  1.80      1.967  2.20      2.404
Self Wt.       :      -0.430  1.85     -0.796  2.40     -1.033
Deck + Haunch  :                       -0.385  2.30     -0.885
DL-Prec. (DC)  :                       -0.078  3.00     -0.235
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.058  3.00     -0.174
DL-Comp. (DW)  :                       -0.032  3.00     -0.096
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 77.03 ft
Prestress      :       0.605  1.80      1.089  2.20      1.331
Self Wt.       :      -0.229  1.85     -0.423  2.40     -0.549
Deck + Haunch  :                       -0.196  2.30     -0.451
DL-Prec. (DC)  :                       -0.040  3.00     -0.120
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.029  3.00     -0.088
DL-Comp. (DW)  :                       -0.016  3.00     -0.049
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
   624.5    51.3  3.129  265.7    3.0   2.51   3469.5  0.058T 1.00       -       -     -     -  
H/2     :   2.59
   691.9    51.4  3.177  265.6    3.0   2.55   3525.2  0.057T 1.00       -       -     -     -  
0.1L    :   7.97
  1979.5    52.7  4.170  264.4    3.9   3.33   4688.9  0.043T 1.00       -       -     -     -  
0.2L    :  16.60
  3637.3    54.8  4.774  263.8    4.5   3.80   5552.0  0.037T 1.00   4539.3  4539.3    1.22    -  
0.3L    :  25.23
  4788.0    56.9  4.774  264.1    4.5   3.80   5776.2  0.037T 1.00   4627.6  4627.6    1.25    -  
0.4L    :  33.87
  5474.4    59.0  4.774  264.3    4.5   3.81   6000.3  0.037T 1.00   4778.5  4778.5    1.26    -  
0.5L    :  42.50
  5672.7    59.0  4.774  264.3    4.5   3.81   6000.3  0.037T 1.00   4748.1  4748.1    1.26    -  
0.6L    :  51.13
  5474.4    59.0  4.774  264.3    4.5   3.81   6000.3  0.037T 1.00   4778.5  4778.5    1.26    -  
0.7L    :  59.77
  4788.0    56.9  4.774  264.1    4.5   3.80   5776.2  0.037T 1.00   4627.6  4627.6    1.25    -  
0.8L    :  68.40
  3637.3    54.8  4.774  263.8    4.5   3.80   5552.0  0.037T 1.00   4539.3  4539.3    1.22    -  
0.9L    :  77.03
  1979.5    52.7  4.170  264.4    3.9   3.33   4688.9  0.043T 1.00       -       -     -     -  
H/2     :  82.41
   691.9    51.4  3.177  265.6    3.0   2.55   3525.2  0.057T 1.00       -       -     -     -  
Transfer:  82.67
   624.5    51.3  3.129  265.7    3.0   2.51   3469.5  0.058T 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 1-11; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.036
        M   2.00 Fb     0.170
 
  2   2 E  50.00 Ft     0.337
        M   4.00 Fb     0.125
 
  3   2 E  48.00 Ft     0.620
        M   2.00 Fb     0.095
 
  4   2 E   6.00 Ft     0.571
        M   6.00 Fb     0.334
 
  5   2 E   6.00 Ft     0.522
        M   6.00 Fb     0.573
 
  6   2 E   6.00 Ft     0.473
        M   6.00 Fb     0.812
 
  7   2 E   2.00 Ft     0.389
        M   2.00 Fb     1.079
 
  8   2 E   2.00 Ft     0.305
        M   2.00 Fb     1.346
 
  9   2 E   2.00 Ft     0.221
        M   2.00 Fb     1.614
 
 10   2 E   2.00 Ft     0.137
        M   2.00 Fb     1.881
 
 11   2 E   2.00 Ft     0.054
        M   2.00 Fb     2.148
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 86.33            Release Length, ft: 86.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  22
No. of strands, Draped:   4           No. of strands, Straight:  18
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.76 %               Final losses: 11.85 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.148     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.053       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6000.34     5672.68     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   0.713     Midspan    1.800   0.134     Midspan
    Pre.Top:   3.600   1.775     Midspan    2.700   1.359     Midspan
    Pre.Bot:   3.600   1.649    Transfer    2.700   1.786    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.003     Bearing
    Pre.Bot:  -0.465  -0.313     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.051     Midspan
    Pre.Bot:                                                             2.400   0.755    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.735  1.80      3.124  2.20      3.818
Self Wt.       :      -0.715  1.85     -1.323  2.40     -1.717
Deck + Haunch  :                       -0.653  2.30     -1.502
DL-Prec. (DC)  :                       -0.133  3.00     -0.398
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.099  3.00     -0.296
DL-Comp. (DW)  :                       -0.054  3.00     -0.163
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   85.00
     DC  Line       0.087      0.00       0.087   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.333 ft
Release length = 86.333 ft
Design  length = 85.000 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)  : 0.773   (Calculated)    
Live Moment (1  lane  loaded)  : 0.540   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.148   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.918   (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           1516.2 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           719142 in4#
Ht. of c.g.           =        24.64 in             41.67 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 = 0.8748

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     7.97    16.60    25.23    33.87    42.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    754.3    773.7    773.7    773.7    773.7    773.7    773.7    773.7
  Yb      ,  in    24.54    24.20    24.20    24.16    24.09    24.02    23.95    23.95
  MI(Ixx) , in4   286810   290395   290437   291341   292965   294799   296843   296843
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1521.3   1539.3   1539.3   1539.3   1539.3   1539.3   1539.3   1539.3
  Yb      ,  in    41.57    41.21    41.21    41.19    41.16    41.13    41.10    41.10
  MI(Ixx) , in4   723812   740698   740787   742653   745812   749171   752729   752729

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 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           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  22 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 34.53 ft from member end )
END PATTERN (Ycg = 11.64 in):
    12 @  2.000 in     6 @  6.000 in     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.27 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  2.000 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     =    4.77 in2      Initial Pull          =      935.8 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.961 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.951 ft
Holddown Force        =  18.772 kips     Beam Shrtng (PL/AE)   =      0.273 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)       
--------------------------------------------------------------------------------------
      1901.029         740 1406.762     16.627 67340.117   974.158     546.482        
 
 
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       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.3750      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      7.9170    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.9170     12.9170    Yes
      2      US#5[M16]       60.00        0.62      15.00      12.9170     19.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      19.1670     67.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      67.1663     73.4163    Yes
      2      US#5[M16]       60.00        0.62      12.00      73.4163     78.4163    Yes
      2      US#5[M16]       60.00        0.62       9.00      78.4163     80.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      80.6663     83.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00      83.6663     84.0833    Yes
      2      US#6[M19]       60.00        0.88       4.50      84.0833     85.9583    Yes
      2      US#6[M19]       60.00        0.88       3.00      85.9583     86.2083    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 86.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.7740 in2       Ycg =  3.27 in
         P_init    =      935.8 kips  Ecc = 21.37 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.30 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.821 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.62 ksi    0.00 ksi
    due to Composite Loads                                 -1.46 ksi    0.00 ksi
    due to Live Loads                                      -4.88 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.41 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.30 ksi  ( 5.76 %)            11.85 ksi ( 6.04 %)
Total Prestress Losses                                    23.15 ksi (11.81 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    75.2    83.4   239.3   442.8   588.2   675.4   704.4
(Max)       V      33.2    31.3    31.1    26.9    20.2    13.5     6.7     0.0
DL-Prec.  : M       0.0    11.8    13.1    37.5    69.3    92.1   105.7   110.3
DC(Max)     V       5.2     4.9     4.9     4.2     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
Deck +    : M       0.0    88.1    97.7   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.5    31.6    23.7    15.8     7.9     0.0
Diaphragm : M       0.0     0.6     0.6     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    28.5    31.6    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.8    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    17.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   195.4   216.5   617.7  1128.8  1475.2  1680.5  1731.6
            V     129.0   124.1   123.6   112.2    94.9    77.5    54.0    12.1
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   129.0   124.1   123.6   112.2    95.8    80.2    65.1    50.7
            M       0.0   200.7   222.1   617.7  1071.3  1362.1  1485.0  1450.7
Total     : M+      0.0   415.5   460.3  1317.8  2424.6  3197.2  3659.0  3797.1
            V     226.0   215.8   214.6   191.0   154.1   117.1    73.9    12.4
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   226.0   215.8   214.6   191.0   155.0   119.7    85.0    50.9
            M       0.0   420.7   465.9  1317.8  2367.1  3084.1  3463.5  3516.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.41   82.67   85.00
Self wt.  : M     675.4   588.2   442.8   239.3    83.4    75.2     0.0
(Max)       V       6.7    13.5    20.2    26.9    31.1    31.3    33.2
DL-Prec.  : M     105.7    92.1    69.3    37.5    13.1    11.8     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.9     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     791.2   689.1   518.8   280.4    97.7    88.1     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.5    36.7    38.8
Diaphragm : M       8.5     6.3     4.2     2.0     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     256.3   223.2   168.0    90.8    31.6    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.8    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    17.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
LL + I    : M+   1680.5  1475.2  1128.8   617.7   216.5   195.4     0.0
            V      54.0    77.5    94.9   112.2   123.6   124.1   129.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    65.1    80.2    95.8   112.2   123.6   124.1   129.0
            M    1485.0  1362.1  1071.3   617.7   222.1   200.7     0.0
Total     : M+   3659.0  3197.2  2424.6  1317.8   460.3   415.5     0.0
            V      73.9   117.1   154.1   191.0   214.6   215.8   226.0
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   119.7   155.0   191.0   214.6   215.8   226.0
            M    3463.5  3084.1  2367.1  1317.8   465.9   420.7     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               33.2             33.2
Deck+Haunch            38.8             38.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.2              5.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           34.7             34.7
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    75.2    83.4   239.3   442.8   588.2   675.4   704.4
(Max)       V      33.2    31.3    31.1    26.9    20.2    13.5     6.7     0.0
DL-Prec.  : M       0.0    11.8    13.1    37.5    69.3    92.1   105.7   110.3
DC(Max)     V       5.2     4.9     4.9     4.2     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
Deck +    : M       0.0    88.1    97.7   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.5    31.6    23.7    15.8     7.9     0.0
Diaphragm : M       0.0     0.6     0.6     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    28.5    31.6    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.8    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    17.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   156.3   173.2   494.2   903.0  1180.2  1344.4  1385.3
            V     103.2    99.3    98.9    89.8    75.9    62.0    43.2     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   103.2    99.3    98.9    89.8    76.7    64.1    52.1    40.5
            M       0.0   160.6   177.7   494.2   857.0  1089.7  1188.0  1160.6
Total     : M+      0.0   376.4   417.0  1194.3  2198.9  2902.1  3322.9  3450.7
            V     200.2   190.9   189.9   168.6   135.1   101.6    63.1    10.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   200.2   190.9   189.9   168.6   135.8   103.7    72.0    40.8
            M       0.0   380.6   421.5  1194.3  2152.9  2811.7  3166.5  3226.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.41   82.67   85.00
Self wt.  : M     675.4   588.2   442.8   239.3    83.4    75.2     0.0
(Max)       V       6.7    13.5    20.2    26.9    31.1    31.3    33.2
DL-Prec.  : M     105.7    92.1    69.3    37.5    13.1    11.8     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.9     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     791.2   689.1   518.8   280.4    97.7    88.1     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.5    36.7    38.8
Diaphragm : M       8.5     6.3     4.2     2.0     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     256.3   223.2   168.0    90.8    31.6    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.8    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    17.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
LL + I    : M+   1344.4  1180.2   903.0   494.2   173.2   156.3     0.0
            V      43.2    62.0    75.9    89.8    98.9    99.3   103.2
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    52.1    64.1    76.7    89.8    98.9    99.3   103.2
            M    1188.0  1089.7   857.0   494.2   177.7   160.6     0.0
Total     : M+   3322.9  2902.1  2198.9  1194.3   417.0   376.4     0.0
            V      63.1   101.6   135.1   168.6   189.9   190.9   200.2
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    72.0   103.7   135.8   168.6   189.9   190.9   200.2
            M    3166.5  2811.7  2152.9  1194.3   421.5   380.6     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    94.0   104.2   299.2   553.5   735.2   844.2   880.5
(Max)       V      41.4    39.2    38.9    33.7    25.3    16.8     8.4     0.0
Self wt.  : M       0.0    67.7    75.0   215.4   398.5   529.3   607.8   634.0
(Min)       V      29.8    28.2    28.0    24.2    18.2    12.1     6.1     0.0
DL-Prec.  : M       0.0    14.7    16.3    46.8    86.7   115.1   132.2   137.9
DC(Max)     V       6.5     6.1     6.1     5.3     4.0     2.6     1.3     0.0
DL-Prec.  : M       0.0    10.6    11.7    33.7    62.4    82.9    95.2    99.3
DC(Min)     V       4.7     4.4     4.4     3.8     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   110.2   122.1   350.5   648.5   861.3   989.0  1031.6
Haunch (Max)V      48.5    45.9    45.6    39.4    29.6    19.7     9.9     0.0
Deck +    : M       0.0    79.3    87.9   252.4   466.9   620.2   712.1   742.7
Haunch (Min)V      35.0    33.0    32.8    28.4    21.3    14.2     7.1     0.0
Diaphragm : M       0.0     0.7     0.8     2.5     5.2     7.9    10.6    13.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     1.8     3.7     5.7     7.6     9.6
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.7    39.5   113.5   210.1   279.0   320.4   334.2
DC(Max)     V      15.7    14.9    14.8    12.8     9.6     6.4     3.2     0.0
DL-Comp   : M       0.0    25.7    28.5    81.7   151.2   200.9   230.7   240.6
DC(Min)     V      11.3    10.7    10.6     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    23.6    26.2    75.2   139.1   184.7   212.1   221.2
DW(Max)     V      10.4     9.8     9.8     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.2    11.3    32.6    60.3    80.0    91.9    95.9
DW(Min)     V       4.5     4.3     4.2     3.7     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   342.0   378.9  1081.0  1975.3  2581.6  2940.9  3030.3
            V     225.8   217.2   216.2   196.4   166.0   135.7    94.6    21.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   225.8   217.2   216.2   196.4   167.7   140.3   113.9    88.7
            M       0.0   351.2   388.7  1081.0  1874.8  2383.7  2598.7  2538.7
Total     : M+      0.0   621.0   688.0  1968.7  3618.3  4764.8  5449.4  5649.0
            V     348.8   333.4   331.7   296.3   241.1   185.8   119.8    21.6
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   348.8   333.4   331.7   296.3   242.7   190.4   139.2    89.0
            M       0.0   630.2   697.8  1968.7  3517.8  4567.0  5107.2  5157.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.41   82.67   85.00
Self wt.  : M     844.2   735.2   553.5   299.2   104.2    94.0     0.0
(Max)       V       8.4    16.8    25.3    33.7    38.9    39.2    41.4
Self wt.  : M     607.8   529.3   398.5   215.4    75.0    67.7     0.0
(Min)       V       6.1    12.1    18.2    24.2    28.0    28.2    29.8
DL-Prec.  : M     132.2   115.1    86.7    46.8    16.3    14.7     0.0
DC(Max)     V       1.3     2.6     4.0     5.3     6.1     6.1     6.5
DL-Prec.  : M      95.2    82.9    62.4    33.7    11.7    10.6     0.0
DC(Min)     V       0.9     1.9     2.8     3.8     4.4     4.4     4.7
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     989.0   861.3   648.5   350.5   122.1   110.2     0.0
Haunch (Max)V       9.9    19.7    29.6    39.4    45.6    45.9    48.5
Deck +    : M     712.1   620.2   466.9   252.4    87.9    79.3     0.0
Haunch (Min)V       7.1    14.2    21.3    28.4    32.8    33.0    35.0
Diaphragm : M      10.6     7.9     5.2     2.5     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       7.6     5.7     3.7     1.8     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     320.4   279.0   210.1   113.5    39.5    35.7     0.0
DC(Max)     V       3.2     6.4     9.6    12.8    14.8    14.9    15.7
DL-Comp   : M     230.7   200.9   151.2    81.7    28.5    25.7     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.6    10.7    11.3
DL-Comp   : M     212.1   184.7   139.1    75.2    26.2    23.6     0.0
DW(Max)     V       2.1     4.2     6.3     8.5     9.8     9.8    10.4
DL-Comp   : M      91.9    80.0    60.3    32.6    11.3    10.2     0.0
DW(Min)     V       0.9     1.8     2.7     3.7     4.2     4.3     4.5
LL + I    : M+   2940.9  2581.6  1975.3  1081.0   378.9   342.0     0.0
            V      94.6   135.7   166.0   196.4   216.2   217.2   225.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   113.9   140.3   167.7   196.4   216.2   217.2   225.8
            M    2598.7  2383.7  1874.8  1081.0   388.7   351.2     0.0
Total     : M+   5449.4  4764.8  3618.3  1968.7   688.0   621.0     0.0
            V     119.8   185.8   241.1   296.3   331.7   333.4   348.8
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   139.2   190.4   242.7   296.3   331.7   333.4   348.8
            M    5107.2  4567.0  3517.8  1968.7   697.8   630.2     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.4             41.4
Deck+Haunch            48.5             48.5
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.5              6.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           52.1             52.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    75.2    83.4   239.3   442.8   588.2   675.4   704.4
(Max)       V      33.2    31.3    31.1    26.9    20.2    13.5     6.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    11.8    13.1    37.5    69.3    92.1   105.7   110.3
DC(Max)     V       5.2     4.9     4.9     4.2     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
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    88.1    97.7   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.5    31.6    23.7    15.8     7.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.0     4.2     6.3     8.5    10.6
(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    28.5    31.6    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.8    10.2     7.7     5.1     2.6     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    15.8    17.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   137.2   151.8   427.6   761.0   989.6  1102.7  1080.7
            V     104.5   100.6   100.2    91.2    77.9    59.9    46.6    25.8
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   104.5   100.6   100.2    91.2    77.9    64.6    51.3    38.3
            M       0.0   137.2   151.8   427.6   761.0   959.3  1022.3   956.8
Total     : M+      0.0   357.2   395.7  1127.7  2056.9  2711.5  3081.2  3146.2
            V     201.5   192.3   191.2   170.0   137.1    99.4    66.5    26.1
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   201.5   192.3   191.2   170.0   137.1   104.1    71.2    38.5
            M       0.0   357.2   395.7  1127.7  2056.9  2681.2  3000.8  3022.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.41   82.67   85.00
Self wt.  : M     675.4   588.2   442.8   239.3    83.4    75.2     0.0
(Max)       V       6.7    13.5    20.2    26.9    31.1    31.3    33.2
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     105.7    92.1    69.3    37.5    13.1    11.8     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.9     4.9     5.2
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     791.2   689.1   518.8   280.4    97.7    88.1     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.5    36.7    38.8
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       8.5     6.3     4.2     2.0     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     256.3   223.2   168.0    90.8    31.6    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.8    11.9    12.6
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     141.4   123.2    92.7    50.1    17.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1102.7   989.6   761.0   427.6   151.8   137.2     0.0
            V      46.6    59.9    77.9    91.2   100.2   100.6   104.5
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    51.3    64.6    77.9    91.2   100.2   100.6   104.5
            M    1022.3   959.3   761.0   427.6   151.8   137.2     0.0
Total     : M+   3081.2  2711.5  2056.9  1127.7   395.7   357.2     0.0
            V      66.5    99.4   137.1   170.0   191.2   192.3   201.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    71.2   104.1   137.1   170.0   191.2   192.3   201.5
            M    3000.8  2681.2  2056.9  1127.7   395.7   357.2     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.120   0.322   0.570   0.745   0.847   0.883 
Bottom        -0.097  -0.260  -0.459  -0.597  -0.676  -0.704 
 
Prestress
Precast-top   -0.067  -0.191  -0.380  -0.566  -0.749  -0.749 
Bottom         2.246   2.343   2.489   2.632   2.771   2.771 
 
Total
Precast-top    0.053   0.131   0.190   0.179   0.098   0.133 
Bottom         2.148   2.083   2.031   2.035   2.096   2.068 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.64 %)
             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    7.97   16.60   25.23   33.87   42.50
 
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   0.013   0.015   0.042   0.077   0.103   0.117   0.122 
Precast-top   -0.003   0.167   0.186   0.548   0.987   1.250   1.340   1.428 
Bottom         0.449   1.779   1.761   1.420   1.006   0.753   0.657   0.579 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.120   0.322   0.570   0.745   0.847   0.883 
Bottom        -0.097  -0.260  -0.459  -0.597  -0.676  -0.704 
 
Prestress
Precast-top   -0.067  -0.191  -0.380  -0.566  -0.749  -0.749 
Bottom         2.246   2.343   2.489   2.632   2.771   2.771 
 
Total
Precast-top    0.053   0.131   0.190   0.179   0.098   0.133 
Bottom         2.148   2.083   2.031   2.035   2.096   2.068 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.64 %)
             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    7.97   16.60   25.23   33.87   42.50
 
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    7.97   16.60   25.23   33.87   42.50
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   0.047   0.053   0.148   0.265   0.344   0.384   0.380 
Precast-top   -0.002   0.112   0.124   0.362   0.651   0.829   0.897   0.936 
Bottom         0.225   0.798   0.779   0.426  -0.001  -0.276  -0.394  -0.419 
 

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
    348.8    6.5   58.9    0.567   3.7   6.00e-3 50.0    358.1     1.455    2.347      0.11
      0.0    0.5   58.7     42.0 0.168      25.8 0.87    12.00     0.101    1.486 
Transfer:   3.00
    333.4    6.5   58.9    2.554  16.6   2.07e-3 36.3    299.2     0.759    1.760      0.00
    630.2    2.2   57.8    189.0 0.157      54.6 1.88    12.00     0.101    1.567 
Critical:   5.47
    317.0    6.5   58.9    2.928  16.6   0.57e-3 31.0    238.0     0.496    1.760      0.00
   1223.6    2.5   57.7    189.0 0.149      97.6 3.36    12.00     0.101    1.643 
0.1L    :   8.63
    296.3    6.5   58.9    3.404  16.6   0.49e-3 30.7    211.2     0.437    0.620      0.00
   1968.7    2.9   57.5    189.0 0.140     101.5 3.51    12.00     0.101    1.269 
0.2L    :  17.27
    242.7    6.5   54.8    4.774  16.6   0.87e-3 32.0    175.5     0.414    0.496      0.00
   3517.8    3.3   53.1    189.0 0.122      77.6 2.90    24.00     0.101    1.130 
0.3L    :  25.90
    190.4    6.5   56.9    4.774  16.6   1.94e-3 35.8    140.7     0.367    0.413      0.00
   4567.0    3.3   55.2    189.0 0.091      54.3 1.95    24.00     0.101    1.083 
0.4L    :  34.53
    139.2    6.5   59.0    4.774   0.0   2.25e-3 36.9    103.1     0.270    0.413      0.00
   5107.2    3.4   57.3    189.0 0.069      51.5 1.79    24.00     0.101    1.354 
0.5L    :  43.17
     89.0    6.5   59.0    4.774   0.0   1.96e-3 35.9     42.9     0.108    0.413      0.00
   5157.4    3.4   57.3    189.0 0.044      56.0 1.94    24.00     0.101    2.223 
0.6L    :  51.80
    139.2    6.5   59.0    4.774   0.0   2.25e-3 36.9    103.1     0.270    0.413      0.00
   5107.2    3.4   57.3    189.0 0.069      51.5 1.79    24.00     0.101    1.354 
0.7L    :  60.43
    190.4    6.5   56.9    4.774  16.6   1.94e-3 35.8    140.7     0.367    0.413      0.00
   4567.0    3.3   55.2    189.0 0.091      54.3 1.95    24.00     0.101    1.083 
0.8L    :  69.07
    242.7    6.5   54.8    4.774  16.6   0.87e-3 32.0    175.5     0.414    0.496      0.00
   3517.8    3.3   53.1    189.0 0.122      77.6 2.90    24.00     0.101    1.130 
0.9L    :  77.70
    296.3    6.5   58.9    3.404  16.6   0.49e-3 30.7    211.2     0.437    0.620      0.00
   1968.7    2.9   57.5    189.0 0.140     101.5 3.51    12.00     0.101    1.269 
Critical:  80.86
    317.0    6.5   58.9    2.928  16.6   0.57e-3 31.0    238.0     0.496    1.760      0.00
   1223.6    2.5   57.7    189.0 0.149      97.6 3.36    12.00     0.101    1.643 
Transfer:  83.33
    333.4    6.5   58.9    2.554  16.6   2.07e-3 36.3    299.2     0.759    1.760      0.00
    630.2    2.2   57.8    189.0 0.157      54.6 1.88    12.00     0.101    1.567 
Bearing :  85.67
    348.8    6.5   58.9    0.567   3.7   6.00e-3 50.0    358.1     1.455    2.347      0.11
      0.0    0.5   58.7     42.0 0.168      25.8 0.87    12.00     0.101    1.486 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  935.80
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.87
 
 
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
    348.8      6.60     58.92    0.49       58.67    24.00      0.300      1.452      0.000      2.347 
Transfer:      2.33
    333.4      6.41     58.92    2.20       57.82    24.00      0.300      1.386      0.000      1.760 
Critical:      4.80
    317.1      6.11     58.92    2.52       57.66    24.00      0.300      1.287      0.000      1.760 
0.1L    :      7.97
    296.3      5.73     58.92    2.92       57.46    24.00      0.300      1.160      0.000      0.620 
0.2L    :     16.60
    242.7      5.08     54.80    3.35       53.12    24.00      0.300      0.942      0.000      0.496 
0.3L    :     25.23
    190.4      3.83     56.89    3.35       55.21    24.00      0.300      0.527      0.000      0.413 
0.4L    :     33.87
    139.2      2.70     58.98    3.35       57.30    24.00      0.300      0.150      0.000      0.413 
0.5L    :     42.50
     89.0      1.73     58.98    3.35       57.30    24.00      0.300      0.000      0.000      0.413 
0.6L    :     51.13
    139.2      2.70     58.98    3.35       57.30    24.00      0.300      0.150      0.000      0.413 
0.7L    :     59.77
    190.4      3.83     56.89    3.35       55.21    24.00      0.300      0.527      0.000      0.413 
0.8L    :     68.40
    242.7      5.08     54.80    3.35       53.12    24.00      0.300      0.942      0.000      0.496 
0.9L    :     77.03
    296.3      5.73     58.92    2.92       57.46    24.00      0.300      1.160      0.000      0.620 
Critical:     80.20
    317.1      6.11     58.92    2.52       57.66    24.00      0.300      1.287      0.000      1.760 
Transfer:     82.67
    333.4      6.41     58.92    2.20       57.82    24.00      0.300      1.386      0.000      1.760 
Bearing :     85.00
    348.8      6.60     58.92    0.49       58.67    24.00      0.300      1.452      0.000      2.347 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.97 ft
Prestress      :       0.605  1.80      1.089  2.20      1.331
Self Wt.       :      -0.229  1.85     -0.423  2.40     -0.549
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          :       0.376            0.666            0.782
 
At 0.2 x L = 16.60 ft
Prestress      :       1.093  1.80      1.967  2.20      2.404
Self Wt.       :      -0.430  1.85     -0.796  2.40     -1.033
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          :       0.662            1.171            1.371
 
At 0.3 x L = 25.23 ft
Prestress      :       1.448  1.80      2.607  2.20      3.187
Self Wt.       :      -0.586  1.85     -1.083  2.40     -1.405
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          :       0.863            1.524            1.781
 
At 0.4 x L = 33.87 ft
Prestress      :       1.659  1.80      2.987  2.20      3.650
Self Wt.       :      -0.681  1.85     -1.260  2.40     -1.635
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          :       0.978            1.727            2.016
 
At 0.5 x L = 42.50 ft
Prestress      :       1.735  1.80      3.124  2.20      3.818
Self Wt.       :      -0.715  1.85     -1.323  2.40     -1.717
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          :       1.020            1.801            2.101
 
At 0.6 x L = 51.13 ft
Prestress      :       1.659  1.80      2.987  2.20      3.650
Self Wt.       :      -0.681  1.85     -1.260  2.40     -1.635
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          :       0.978            1.727            2.016
 
At 0.7 x L = 59.77 ft
Prestress      :       1.448  1.80      2.607  2.20      3.187
Self Wt.       :      -0.586  1.85     -1.083  2.40     -1.405
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          :       0.863            1.524            1.781
 
At 0.8 x L = 68.40 ft
Prestress      :       1.093  1.80      1.967  2.20      2.404
Self Wt.       :      -0.430  1.85     -0.796  2.40     -1.033
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          :       0.662            1.171            1.371
 
At 0.9 x L = 77.03 ft
Prestress      :       0.605  1.80      1.089  2.20      1.331
Self Wt.       :      -0.229  1.85     -0.423  2.40     -0.549
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          :       0.376            0.666            0.782
 

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
   621.0    51.3  3.121  266.2    2.6   2.20   3478.1  0.067T 1.00       -       -     -     -  
H/2     :   2.59
   688.0    51.4  3.169  266.1    2.6   2.23   3534.2  0.066T 1.00       -       -     -     -  
0.1L    :   7.97
  1968.7    52.7  4.160  265.1    3.4   2.92   4709.0  0.050T 1.00       -       -     -     -  
0.2L    :  16.60
  3618.3    54.8  4.774  264.6    3.9   3.35   5591.3  0.043T 1.00    913.3   913.3    6.12    -  
0.3L    :  25.23
  4764.8    56.9  4.774  264.8    3.9   3.35   5815.6  0.043T 1.00    761.7   761.7    7.64    -  
0.4L    :  33.87
  5449.4    59.0  4.774  264.9    3.9   3.35   6039.8  0.043T 1.00    680.1   680.1    8.88    -  
0.5L    :  42.50
  5649.0    59.0  4.774  264.9    3.9   3.35   6039.8  0.043T 1.00    646.7   646.7    9.34    -  
0.6L    :  51.13
  5449.4    59.0  4.774  264.9    3.9   3.35   6039.8  0.043T 1.00    680.1   680.1    8.88    -  
0.7L    :  59.77
  4764.8    56.9  4.774  264.8    3.9   3.35   5815.6  0.043T 1.00    761.7   761.7    7.64    -  
0.8L    :  68.40
  3618.3    54.8  4.774  264.6    3.9   3.35   5591.3  0.043T 1.00    913.3   913.3    6.12    -  
0.9L    :  77.03
  1968.7    52.7  4.160  265.1    3.4   2.92   4709.0  0.050T 1.00       -       -     -     -  
H/2     :  82.41
   688.0    51.4  3.169  266.1    2.6   2.23   3534.2  0.066T 1.00       -       -     -     -  
Transfer:  82.67
   621.0    51.3  3.121  266.2    2.6   2.20   3478.1  0.067T 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 1-11; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.036
        M   2.00 Fb     0.170
 
  2   2 E  50.00 Ft     0.337
        M   4.00 Fb     0.125
 
  3   2 E  48.00 Ft     0.620
        M   2.00 Fb     0.095
 
  4   2 E   6.00 Ft     0.571
        M   6.00 Fb     0.334
 
  5   2 E   6.00 Ft     0.522
        M   6.00 Fb     0.573
 
  6   2 E   6.00 Ft     0.473
        M   6.00 Fb     0.812
 
  7   2 E   2.00 Ft     0.389
        M   2.00 Fb     1.079
 
  8   2 E   2.00 Ft     0.305
        M   2.00 Fb     1.346
 
  9   2 E   2.00 Ft     0.221
        M   2.00 Fb     1.614
 
 10   2 E   2.00 Ft     0.137
        M   2.00 Fb     1.881
 
 11   2 E   2.00 Ft     0.054
        M   2.00 Fb     2.148
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 86.33            Release Length, ft: 86.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  22
No. of strands, Draped:   4           No. of strands, Straight:  18
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.76 %               Final losses: 11.81 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.148     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.053       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6039.83     5649.02     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.122     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   1.428     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   1.779    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.000     Bearing
    Pre.Bot:  -0.465  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.936     Midspan
    Pre.Bot:                                                             2.400   0.798    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.735  1.80      3.124  2.20      3.818
Self Wt.       :      -0.715  1.85     -1.323  2.40     -1.717
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          :       1.020            1.801            2.101
 
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   85.00
     DC  Line       0.087      0.00       0.087   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.333 ft
Release length = 86.333 ft
Design  length = 85.000 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)  : 0.773   (Calculated)    
Live Moment (1  lane  loaded)  : 0.540   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.148   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.918   (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           1516.2 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           719142 in4#
Ht. of c.g.           =        24.64 in             41.67 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 = 0.8748

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     7.97    16.60    25.23    33.87    42.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    754.3    773.7    773.7    773.7    773.7    773.7    773.7    773.7
  Yb      ,  in    24.54    24.20    24.20    24.16    24.09    24.02    23.95    23.95
  MI(Ixx) , in4   286810   290395   290437   291341   292965   294799   296843   296843
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1521.3   1539.3   1539.3   1539.3   1539.3   1539.3   1539.3   1539.3
  Yb      ,  in    41.57    41.21    41.21    41.19    41.16    41.13    41.10    41.10
  MI(Ixx) , in4   723812   740698   740787   742653   745812   749171   752729   752729

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 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           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  22 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 34.53 ft from member end )
END PATTERN (Ycg = 11.64 in):
    12 @  2.000 in     6 @  6.000 in     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.27 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  2.000 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     =    4.77 in2      Initial Pull          =      935.8 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.961 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.951 ft
Holddown Force        =  18.772 kips     Beam Shrtng (PL/AE)   =      0.273 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)       
--------------------------------------------------------------------------------------
      1901.029         740 1406.762     16.627 67340.117   974.158     546.482        
 
 
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       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.3750      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      7.9170    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.9170     12.9170    Yes
      2      US#5[M16]       60.00        0.62      15.00      12.9170     19.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      19.1670     67.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      67.1663     73.4163    Yes
      2      US#5[M16]       60.00        0.62      12.00      73.4163     78.4163    Yes
      2      US#5[M16]       60.00        0.62       9.00      78.4163     80.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      80.6663     83.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00      83.6663     84.0833    Yes
      2      US#6[M19]       60.00        0.88       4.50      84.0833     85.9583    Yes
      2      US#6[M19]       60.00        0.88       3.00      85.9583     86.2083    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 86.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.7740 in2       Ycg =  3.27 in
         P_init    =      935.8 kips  Ecc = 21.37 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.30 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.821 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.62 ksi    0.00 ksi
    due to Composite Loads                                 -1.46 ksi    0.00 ksi
    due to Live Loads                                      -4.88 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.41 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.30 ksi  ( 5.76 %)            11.85 ksi ( 6.04 %)
Total Prestress Losses                                    23.15 ksi (11.81 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    75.2    83.4   239.3   442.8   588.2   675.4   704.4
(Max)       V      33.2    31.3    31.1    26.9    20.2    13.5     6.7     0.0
DL-Prec.  : M       0.0    11.8    13.1    37.5    69.3    92.1   105.7   110.3
DC(Max)     V       5.2     4.9     4.9     4.2     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
Deck +    : M       0.0    88.1    97.7   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.5    31.6    23.7    15.8     7.9     0.0
Diaphragm : M       0.0     0.6     0.6     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    28.5    31.6    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.8    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    17.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   195.4   216.5   617.7  1128.8  1475.2  1680.5  1731.6
            V     129.0   124.1   123.6   112.2    94.9    77.5    54.0    12.1
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   129.0   124.1   123.6   112.2    95.8    80.2    65.1    50.7
            M       0.0   200.7   222.1   617.7  1071.3  1362.1  1485.0  1450.7
Total     : M+      0.0   415.5   460.3  1317.8  2424.6  3197.2  3659.0  3797.1
            V     226.0   215.8   214.6   191.0   154.1   117.1    73.9    12.4
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   226.0   215.8   214.6   191.0   155.0   119.7    85.0    50.9
            M       0.0   420.7   465.9  1317.8  2367.1  3084.1  3463.5  3516.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.41   82.67   85.00
Self wt.  : M     675.4   588.2   442.8   239.3    83.4    75.2     0.0
(Max)       V       6.7    13.5    20.2    26.9    31.1    31.3    33.2
DL-Prec.  : M     105.7    92.1    69.3    37.5    13.1    11.8     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.9     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     791.2   689.1   518.8   280.4    97.7    88.1     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.5    36.7    38.8
Diaphragm : M       8.5     6.3     4.2     2.0     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     256.3   223.2   168.0    90.8    31.6    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.8    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    17.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
LL + I    : M+   1680.5  1475.2  1128.8   617.7   216.5   195.4     0.0
            V      54.0    77.5    94.9   112.2   123.6   124.1   129.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    65.1    80.2    95.8   112.2   123.6   124.1   129.0
            M    1485.0  1362.1  1071.3   617.7   222.1   200.7     0.0
Total     : M+   3659.0  3197.2  2424.6  1317.8   460.3   415.5     0.0
            V      73.9   117.1   154.1   191.0   214.6   215.8   226.0
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   119.7   155.0   191.0   214.6   215.8   226.0
            M    3463.5  3084.1  2367.1  1317.8   465.9   420.7     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               33.2             33.2
Deck+Haunch            38.8             38.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.2              5.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           34.7             34.7
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    75.2    83.4   239.3   442.8   588.2   675.4   704.4
(Max)       V      33.2    31.3    31.1    26.9    20.2    13.5     6.7     0.0
DL-Prec.  : M       0.0    11.8    13.1    37.5    69.3    92.1   105.7   110.3
DC(Max)     V       5.2     4.9     4.9     4.2     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
Deck +    : M       0.0    88.1    97.7   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.5    31.6    23.7    15.8     7.9     0.0
Diaphragm : M       0.0     0.6     0.6     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    28.5    31.6    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.8    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    17.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   156.3   173.2   494.2   903.0  1180.2  1344.4  1385.3
            V     103.2    99.3    98.9    89.8    75.9    62.0    43.2     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   103.2    99.3    98.9    89.8    76.7    64.1    52.1    40.5
            M       0.0   160.6   177.7   494.2   857.0  1089.7  1188.0  1160.6
Total     : M+      0.0   376.4   417.0  1194.3  2198.9  2902.1  3322.9  3450.7
            V     200.2   190.9   189.9   168.6   135.1   101.6    63.1    10.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   200.2   190.9   189.9   168.6   135.8   103.7    72.0    40.8
            M       0.0   380.6   421.5  1194.3  2152.9  2811.7  3166.5  3226.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.41   82.67   85.00
Self wt.  : M     675.4   588.2   442.8   239.3    83.4    75.2     0.0
(Max)       V       6.7    13.5    20.2    26.9    31.1    31.3    33.2
DL-Prec.  : M     105.7    92.1    69.3    37.5    13.1    11.8     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.9     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     791.2   689.1   518.8   280.4    97.7    88.1     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.5    36.7    38.8
Diaphragm : M       8.5     6.3     4.2     2.0     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     256.3   223.2   168.0    90.8    31.6    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.8    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    17.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
LL + I    : M+   1344.4  1180.2   903.0   494.2   173.2   156.3     0.0
            V      43.2    62.0    75.9    89.8    98.9    99.3   103.2
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    52.1    64.1    76.7    89.8    98.9    99.3   103.2
            M    1188.0  1089.7   857.0   494.2   177.7   160.6     0.0
Total     : M+   3322.9  2902.1  2198.9  1194.3   417.0   376.4     0.0
            V      63.1   101.6   135.1   168.6   189.9   190.9   200.2
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    72.0   103.7   135.8   168.6   189.9   190.9   200.2
            M    3166.5  2811.7  2152.9  1194.3   421.5   380.6     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    94.0   104.2   299.2   553.5   735.2   844.2   880.5
(Max)       V      41.4    39.2    38.9    33.7    25.3    16.8     8.4     0.0
Self wt.  : M       0.0    67.7    75.0   215.4   398.5   529.3   607.8   634.0
(Min)       V      29.8    28.2    28.0    24.2    18.2    12.1     6.1     0.0
DL-Prec.  : M       0.0    14.7    16.3    46.8    86.7   115.1   132.2   137.9
DC(Max)     V       6.5     6.1     6.1     5.3     4.0     2.6     1.3     0.0
DL-Prec.  : M       0.0    10.6    11.7    33.7    62.4    82.9    95.2    99.3
DC(Min)     V       4.7     4.4     4.4     3.8     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   110.2   122.1   350.5   648.5   861.3   989.0  1031.6
Haunch (Max)V      48.5    45.9    45.6    39.4    29.6    19.7     9.9     0.0
Deck +    : M       0.0    79.3    87.9   252.4   466.9   620.2   712.1   742.7
Haunch (Min)V      35.0    33.0    32.8    28.4    21.3    14.2     7.1     0.0
Diaphragm : M       0.0     0.7     0.8     2.5     5.2     7.9    10.6    13.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     1.8     3.7     5.7     7.6     9.6
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.7    39.5   113.5   210.1   279.0   320.4   334.2
DC(Max)     V      15.7    14.9    14.8    12.8     9.6     6.4     3.2     0.0
DL-Comp   : M       0.0    25.7    28.5    81.7   151.2   200.9   230.7   240.6
DC(Min)     V      11.3    10.7    10.6     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    23.6    26.2    75.2   139.1   184.7   212.1   221.2
DW(Max)     V      10.4     9.8     9.8     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.2    11.3    32.6    60.3    80.0    91.9    95.9
DW(Min)     V       4.5     4.3     4.2     3.7     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   342.0   378.9  1081.0  1975.3  2581.6  2940.9  3030.3
            V     225.8   217.2   216.2   196.4   166.0   135.7    94.6    21.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   225.8   217.2   216.2   196.4   167.7   140.3   113.9    88.7
            M       0.0   351.2   388.7  1081.0  1874.8  2383.7  2598.7  2538.7
Total     : M+      0.0   621.0   688.0  1968.7  3618.3  4764.8  5449.4  5649.0
            V     348.8   333.4   331.7   296.3   241.1   185.8   119.8    21.6
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   348.8   333.4   331.7   296.3   242.7   190.4   139.2    89.0
            M       0.0   630.2   697.8  1968.7  3517.8  4567.0  5107.2  5157.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.41   82.67   85.00
Self wt.  : M     844.2   735.2   553.5   299.2   104.2    94.0     0.0
(Max)       V       8.4    16.8    25.3    33.7    38.9    39.2    41.4
Self wt.  : M     607.8   529.3   398.5   215.4    75.0    67.7     0.0
(Min)       V       6.1    12.1    18.2    24.2    28.0    28.2    29.8
DL-Prec.  : M     132.2   115.1    86.7    46.8    16.3    14.7     0.0
DC(Max)     V       1.3     2.6     4.0     5.3     6.1     6.1     6.5
DL-Prec.  : M      95.2    82.9    62.4    33.7    11.7    10.6     0.0
DC(Min)     V       0.9     1.9     2.8     3.8     4.4     4.4     4.7
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     989.0   861.3   648.5   350.5   122.1   110.2     0.0
Haunch (Max)V       9.9    19.7    29.6    39.4    45.6    45.9    48.5
Deck +    : M     712.1   620.2   466.9   252.4    87.9    79.3     0.0
Haunch (Min)V       7.1    14.2    21.3    28.4    32.8    33.0    35.0
Diaphragm : M      10.6     7.9     5.2     2.5     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       7.6     5.7     3.7     1.8     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     320.4   279.0   210.1   113.5    39.5    35.7     0.0
DC(Max)     V       3.2     6.4     9.6    12.8    14.8    14.9    15.7
DL-Comp   : M     230.7   200.9   151.2    81.7    28.5    25.7     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.6    10.7    11.3
DL-Comp   : M     212.1   184.7   139.1    75.2    26.2    23.6     0.0
DW(Max)     V       2.1     4.2     6.3     8.5     9.8     9.8    10.4
DL-Comp   : M      91.9    80.0    60.3    32.6    11.3    10.2     0.0
DW(Min)     V       0.9     1.8     2.7     3.7     4.2     4.3     4.5
LL + I    : M+   2940.9  2581.6  1975.3  1081.0   378.9   342.0     0.0
            V      94.6   135.7   166.0   196.4   216.2   217.2   225.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   113.9   140.3   167.7   196.4   216.2   217.2   225.8
            M    2598.7  2383.7  1874.8  1081.0   388.7   351.2     0.0
Total     : M+   5449.4  4764.8  3618.3  1968.7   688.0   621.0     0.0
            V     119.8   185.8   241.1   296.3   331.7   333.4   348.8
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   139.2   190.4   242.7   296.3   331.7   333.4   348.8
            M    5107.2  4567.0  3517.8  1968.7   697.8   630.2     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.4             41.4
Deck+Haunch            48.5             48.5
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.5              6.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           52.1             52.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    75.2    83.4   239.3   442.8   588.2   675.4   704.4
(Max)       V      33.2    31.3    31.1    26.9    20.2    13.5     6.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    11.8    13.1    37.5    69.3    92.1   105.7   110.3
DC(Max)     V       5.2     4.9     4.9     4.2     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
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    88.1    97.7   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.5    31.6    23.7    15.8     7.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.0     4.2     6.3     8.5    10.6
(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    28.5    31.6    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.8    10.2     7.7     5.1     2.6     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    15.8    17.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   137.2   151.8   427.6   761.0   989.6  1102.7  1080.7
            V     104.5   100.6   100.2    91.2    77.9    59.9    46.6    25.8
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   104.5   100.6   100.2    91.2    77.9    64.6    51.3    38.3
            M       0.0   137.2   151.8   427.6   761.0   959.3  1022.3   956.8
Total     : M+      0.0   357.2   395.7  1127.7  2056.9  2711.5  3081.2  3146.2
            V     201.5   192.3   191.2   170.0   137.1    99.4    66.5    26.1
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   201.5   192.3   191.2   170.0   137.1   104.1    71.2    38.5
            M       0.0   357.2   395.7  1127.7  2056.9  2681.2  3000.8  3022.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.41   82.67   85.00
Self wt.  : M     675.4   588.2   442.8   239.3    83.4    75.2     0.0
(Max)       V       6.7    13.5    20.2    26.9    31.1    31.3    33.2
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     105.7    92.1    69.3    37.5    13.1    11.8     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.9     4.9     5.2
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     791.2   689.1   518.8   280.4    97.7    88.1     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.5    36.7    38.8
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       8.5     6.3     4.2     2.0     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     256.3   223.2   168.0    90.8    31.6    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.8    11.9    12.6
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     141.4   123.2    92.7    50.1    17.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1102.7   989.6   761.0   427.6   151.8   137.2     0.0
            V      46.6    59.9    77.9    91.2   100.2   100.6   104.5
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    51.3    64.6    77.9    91.2   100.2   100.6   104.5
            M    1022.3   959.3   761.0   427.6   151.8   137.2     0.0
Total     : M+   3081.2  2711.5  2056.9  1127.7   395.7   357.2     0.0
            V      66.5    99.4   137.1   170.0   191.2   192.3   201.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    71.2   104.1   137.1   170.0   191.2   192.3   201.5
            M    3000.8  2681.2  2056.9  1127.7   395.7   357.2     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.120   0.322   0.570   0.745   0.847   0.883 
Bottom        -0.097  -0.260  -0.459  -0.597  -0.676  -0.704 
 
Prestress
Precast-top   -0.067  -0.191  -0.380  -0.566  -0.749  -0.749 
Bottom         2.246   2.343   2.489   2.632   2.771   2.771 
 
Total
Precast-top    0.053   0.131   0.190   0.179   0.098   0.133 
Bottom         2.148   2.083   2.031   2.035   2.096   2.068 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.64 %)
             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    7.97   16.60   25.23   33.87   42.50
 
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   0.013   0.015   0.042   0.077   0.103   0.117   0.122 
Precast-top   -0.003   0.167   0.186   0.548   0.987   1.250   1.340   1.428 
Bottom         0.449   1.779   1.761   1.420   1.006   0.753   0.657   0.579 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.120   0.322   0.570   0.745   0.847   0.883 
Bottom        -0.097  -0.260  -0.459  -0.597  -0.676  -0.704 
 
Prestress
Precast-top   -0.067  -0.191  -0.380  -0.566  -0.749  -0.749 
Bottom         2.246   2.343   2.489   2.632   2.771   2.771 
 
Total
Precast-top    0.053   0.131   0.190   0.179   0.098   0.133 
Bottom         2.148   2.083   2.031   2.035   2.096   2.068 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.64 %)
             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    7.97   16.60   25.23   33.87   42.50
 
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    7.97   16.60   25.23   33.87   42.50
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   0.047   0.053   0.148   0.265   0.344   0.384   0.380 
Precast-top   -0.002   0.112   0.124   0.362   0.651   0.829   0.897   0.936 
Bottom         0.225   0.798   0.779   0.426  -0.001  -0.276  -0.394  -0.419 
 

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
    348.8    6.5   58.9    0.567   3.7   6.00e-3 50.0    358.1     1.455    2.347      0.11
      0.0    0.5   58.7     42.0 0.168      25.8 0.87    12.00     0.101    1.486 
Transfer:   3.00
    333.4    6.5   58.9    2.554  16.6   2.07e-3 36.3    299.2     0.759    1.760      0.00
    630.2    2.2   57.8    189.0 0.157      54.6 1.88    12.00     0.101    1.567 
Critical:   5.47
    317.0    6.5   58.9    2.928  16.6   0.57e-3 31.0    238.0     0.496    1.760      0.00
   1223.6    2.5   57.7    189.0 0.149      97.6 3.36    12.00     0.101    1.643 
0.1L    :   8.63
    296.3    6.5   58.9    3.404  16.6   0.49e-3 30.7    211.2     0.437    0.620      0.00
   1968.7    2.9   57.5    189.0 0.140     101.5 3.51    12.00     0.101    1.269 
0.2L    :  17.27
    242.7    6.5   54.8    4.774  16.6   0.87e-3 32.0    175.5     0.414    0.496      0.00
   3517.8    3.3   53.1    189.0 0.122      77.6 2.90    24.00     0.101    1.130 
0.3L    :  25.90
    190.4    6.5   56.9    4.774  16.6   1.94e-3 35.8    140.7     0.367    0.413      0.00
   4567.0    3.3   55.2    189.0 0.091      54.3 1.95    24.00     0.101    1.083 
0.4L    :  34.53
    139.2    6.5   59.0    4.774   0.0   2.25e-3 36.9    103.1     0.270    0.413      0.00
   5107.2    3.4   57.3    189.0 0.069      51.5 1.79    24.00     0.101    1.354 
0.5L    :  43.17
     89.0    6.5   59.0    4.774   0.0   1.96e-3 35.9     42.9     0.108    0.413      0.00
   5157.4    3.4   57.3    189.0 0.044      56.0 1.94    24.00     0.101    2.223 
0.6L    :  51.80
    139.2    6.5   59.0    4.774   0.0   2.25e-3 36.9    103.1     0.270    0.413      0.00
   5107.2    3.4   57.3    189.0 0.069      51.5 1.79    24.00     0.101    1.354 
0.7L    :  60.43
    190.4    6.5   56.9    4.774  16.6   1.94e-3 35.8    140.7     0.367    0.413      0.00
   4567.0    3.3   55.2    189.0 0.091      54.3 1.95    24.00     0.101    1.083 
0.8L    :  69.07
    242.7    6.5   54.8    4.774  16.6   0.87e-3 32.0    175.5     0.414    0.496      0.00
   3517.8    3.3   53.1    189.0 0.122      77.6 2.90    24.00     0.101    1.130 
0.9L    :  77.70
    296.3    6.5   58.9    3.404  16.6   0.49e-3 30.7    211.2     0.437    0.620      0.00
   1968.7    2.9   57.5    189.0 0.140     101.5 3.51    12.00     0.101    1.269 
Critical:  80.86
    317.0    6.5   58.9    2.928  16.6   0.57e-3 31.0    238.0     0.496    1.760      0.00
   1223.6    2.5   57.7    189.0 0.149      97.6 3.36    12.00     0.101    1.643 
Transfer:  83.33
    333.4    6.5   58.9    2.554  16.6   2.07e-3 36.3    299.2     0.759    1.760      0.00
    630.2    2.2   57.8    189.0 0.157      54.6 1.88    12.00     0.101    1.567 
Bearing :  85.67
    348.8    6.5   58.9    0.567   3.7   6.00e-3 50.0    358.1     1.455    2.347      0.11
      0.0    0.5   58.7     42.0 0.168      25.8 0.87    12.00     0.101    1.486 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  935.80
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.87
 
 
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
    348.8      6.60     58.92    0.49       58.67    24.00      0.300      1.452      0.000      2.347 
Transfer:      2.33
    333.4      6.41     58.92    2.20       57.82    24.00      0.300      1.386      0.000      1.760 
Critical:      4.80
    317.1      6.11     58.92    2.52       57.66    24.00      0.300      1.287      0.000      1.760 
0.1L    :      7.97
    296.3      5.73     58.92    2.92       57.46    24.00      0.300      1.160      0.000      0.620 
0.2L    :     16.60
    242.7      5.08     54.80    3.35       53.12    24.00      0.300      0.942      0.000      0.496 
0.3L    :     25.23
    190.4      3.83     56.89    3.35       55.21    24.00      0.300      0.527      0.000      0.413 
0.4L    :     33.87
    139.2      2.70     58.98    3.35       57.30    24.00      0.300      0.150      0.000      0.413 
0.5L    :     42.50
     89.0      1.73     58.98    3.35       57.30    24.00      0.300      0.000      0.000      0.413 
0.6L    :     51.13
    139.2      2.70     58.98    3.35       57.30    24.00      0.300      0.150      0.000      0.413 
0.7L    :     59.77
    190.4      3.83     56.89    3.35       55.21    24.00      0.300      0.527      0.000      0.413 
0.8L    :     68.40
    242.7      5.08     54.80    3.35       53.12    24.00      0.300      0.942      0.000      0.496 
0.9L    :     77.03
    296.3      5.73     58.92    2.92       57.46    24.00      0.300      1.160      0.000      0.620 
Critical:     80.20
    317.1      6.11     58.92    2.52       57.66    24.00      0.300      1.287      0.000      1.760 
Transfer:     82.67
    333.4      6.41     58.92    2.20       57.82    24.00      0.300      1.386      0.000      1.760 
Bearing :     85.00
    348.8      6.60     58.92    0.49       58.67    24.00      0.300      1.452      0.000      2.347 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.97 ft
Prestress      :       0.605  1.80      1.089  2.20      1.331
Self Wt.       :      -0.229  1.85     -0.423  2.40     -0.549
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          :       0.376            0.666            0.782
 
At 0.2 x L = 16.60 ft
Prestress      :       1.093  1.80      1.967  2.20      2.404
Self Wt.       :      -0.430  1.85     -0.796  2.40     -1.033
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          :       0.662            1.171            1.371
 
At 0.3 x L = 25.23 ft
Prestress      :       1.448  1.80      2.607  2.20      3.187
Self Wt.       :      -0.586  1.85     -1.083  2.40     -1.405
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          :       0.863            1.524            1.781
 
At 0.4 x L = 33.87 ft
Prestress      :       1.659  1.80      2.987  2.20      3.650
Self Wt.       :      -0.681  1.85     -1.260  2.40     -1.635
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          :       0.978            1.727            2.016
 
At 0.5 x L = 42.50 ft
Prestress      :       1.735  1.80      3.124  2.20      3.818
Self Wt.       :      -0.715  1.85     -1.323  2.40     -1.717
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          :       1.020            1.801            2.101
 
At 0.6 x L = 51.13 ft
Prestress      :       1.659  1.80      2.987  2.20      3.650
Self Wt.       :      -0.681  1.85     -1.260  2.40     -1.635
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          :       0.978            1.727            2.016
 
At 0.7 x L = 59.77 ft
Prestress      :       1.448  1.80      2.607  2.20      3.187
Self Wt.       :      -0.586  1.85     -1.083  2.40     -1.405
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          :       0.863            1.524            1.781
 
At 0.8 x L = 68.40 ft
Prestress      :       1.093  1.80      1.967  2.20      2.404
Self Wt.       :      -0.430  1.85     -0.796  2.40     -1.033
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          :       0.662            1.171            1.371
 
At 0.9 x L = 77.03 ft
Prestress      :       0.605  1.80      1.089  2.20      1.331
Self Wt.       :      -0.229  1.85     -0.423  2.40     -0.549
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          :       0.376            0.666            0.782
 

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
   621.0    51.3  3.121  266.2    2.6   2.20   3478.1  0.067T 1.00       -       -     -     -  
H/2     :   2.59
   688.0    51.4  3.169  266.1    2.6   2.23   3534.2  0.066T 1.00       -       -     -     -  
0.1L    :   7.97
  1968.7    52.7  4.160  265.1    3.4   2.92   4709.0  0.050T 1.00       -       -     -     -  
0.2L    :  16.60
  3618.3    54.8  4.774  264.6    3.9   3.35   5591.3  0.043T 1.00    913.3   913.3    6.12    -  
0.3L    :  25.23
  4764.8    56.9  4.774  264.8    3.9   3.35   5815.6  0.043T 1.00    761.7   761.7    7.64    -  
0.4L    :  33.87
  5449.4    59.0  4.774  264.9    3.9   3.35   6039.8  0.043T 1.00    680.1   680.1    8.88    -  
0.5L    :  42.50
  5649.0    59.0  4.774  264.9    3.9   3.35   6039.8  0.043T 1.00    646.7   646.7    9.34    -  
0.6L    :  51.13
  5449.4    59.0  4.774  264.9    3.9   3.35   6039.8  0.043T 1.00    680.1   680.1    8.88    -  
0.7L    :  59.77
  4764.8    56.9  4.774  264.8    3.9   3.35   5815.6  0.043T 1.00    761.7   761.7    7.64    -  
0.8L    :  68.40
  3618.3    54.8  4.774  264.6    3.9   3.35   5591.3  0.043T 1.00    913.3   913.3    6.12    -  
0.9L    :  77.03
  1968.7    52.7  4.160  265.1    3.4   2.92   4709.0  0.050T 1.00       -       -     -     -  
H/2     :  82.41
   688.0    51.4  3.169  266.1    2.6   2.23   3534.2  0.066T 1.00       -       -     -     -  
Transfer:  82.67
   621.0    51.3  3.121  266.2    2.6   2.20   3478.1  0.067T 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 1-11; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.036
        M   2.00 Fb     0.170
 
  2   2 E  50.00 Ft     0.337
        M   4.00 Fb     0.125
 
  3   2 E  48.00 Ft     0.620
        M   2.00 Fb     0.095
 
  4   2 E   6.00 Ft     0.571
        M   6.00 Fb     0.334
 
  5   2 E   6.00 Ft     0.522
        M   6.00 Fb     0.573
 
  6   2 E   6.00 Ft     0.473
        M   6.00 Fb     0.812
 
  7   2 E   2.00 Ft     0.389
        M   2.00 Fb     1.079
 
  8   2 E   2.00 Ft     0.305
        M   2.00 Fb     1.346
 
  9   2 E   2.00 Ft     0.221
        M   2.00 Fb     1.614
 
 10   2 E   2.00 Ft     0.137
        M   2.00 Fb     1.881
 
 11   2 E   2.00 Ft     0.054
        M   2.00 Fb     2.148
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 86.33            Release Length, ft: 86.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  22
No. of strands, Draped:   4           No. of strands, Straight:  18
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.76 %               Final losses: 11.81 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.148     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.053       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6039.83     5649.02     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.122     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   1.428     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   1.779    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.000     Bearing
    Pre.Bot:  -0.465  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.936     Midspan
    Pre.Bot:                                                             2.400   0.798    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.735  1.80      3.124  2.20      3.818
Self Wt.       :      -0.715  1.85     -1.323  2.40     -1.717
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          :       1.020            1.801            2.101
 
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   85.00
     DC  Line       0.087      0.00       0.087   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.333 ft
Release length = 86.333 ft
Design  length = 85.000 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)  : 0.773   (Calculated)    
Live Moment (1  lane  loaded)  : 0.540   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.148   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.918   (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           1516.2 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           719142 in4#
Ht. of c.g.           =        24.64 in             41.67 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 = 0.8748

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     7.97    16.60    25.23    33.87    42.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    754.3    773.7    773.7    773.7    773.7    773.7    773.7    773.7
  Yb      ,  in    24.54    24.20    24.20    24.16    24.09    24.02    23.95    23.95
  MI(Ixx) , in4   286810   290395   290437   291341   292965   294799   296843   296843
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1521.3   1539.3   1539.3   1539.3   1539.3   1539.3   1539.3   1539.3
  Yb      ,  in    41.57    41.21    41.21    41.19    41.16    41.13    41.10    41.10
  MI(Ixx) , in4   723812   740698   740787   742653   745812   749171   752729   752729

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 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           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  22 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 34.53 ft from member end )
END PATTERN (Ycg = 11.64 in):
    12 @  2.000 in     6 @  6.000 in     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.27 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  2.000 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     =    4.77 in2      Initial Pull          =      935.8 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.961 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.951 ft
Holddown Force        =  18.772 kips     Beam Shrtng (PL/AE)   =      0.273 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)       
--------------------------------------------------------------------------------------
      1901.029         740 1406.762     16.627 67340.117   974.158     546.482        
 
 
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       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.3750      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      7.9170    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.9170     12.9170    Yes
      2      US#5[M16]       60.00        0.62      15.00      12.9170     19.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      19.1670     67.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      67.1663     73.4163    Yes
      2      US#5[M16]       60.00        0.62      12.00      73.4163     78.4163    Yes
      2      US#5[M16]       60.00        0.62       9.00      78.4163     80.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      80.6663     83.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00      83.6663     84.0833    Yes
      2      US#6[M19]       60.00        0.88       4.50      84.0833     85.9583    Yes
      2      US#6[M19]       60.00        0.88       3.00      85.9583     86.2083    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 86.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.7740 in2       Ycg =  3.27 in
         P_init    =      935.8 kips  Ecc = 21.37 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.30 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.821 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.62 ksi    0.00 ksi
    due to Composite Loads                                 -1.46 ksi    0.00 ksi
    due to Live Loads                                      -4.88 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.41 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.30 ksi  ( 5.76 %)            11.85 ksi ( 6.04 %)
Total Prestress Losses                                    23.15 ksi (11.81 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    75.2    83.4   239.3   442.8   588.2   675.4   704.4
(Max)       V      33.2    31.3    31.1    26.9    20.2    13.5     6.7     0.0
DL-Prec.  : M       0.0    11.8    13.1    37.5    69.3    92.1   105.7   110.3
DC(Max)     V       5.2     4.9     4.9     4.2     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
Deck +    : M       0.0    88.1    97.7   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.5    31.6    23.7    15.8     7.9     0.0
Diaphragm : M       0.0     0.6     0.6     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    28.5    31.6    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.8    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    17.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   195.4   216.5   617.7  1128.8  1475.2  1680.5  1731.6
            V     129.0   124.1   123.6   112.2    94.9    77.5    54.0    12.1
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   129.0   124.1   123.6   112.2    95.8    80.2    65.1    50.7
            M       0.0   200.7   222.1   617.7  1071.3  1362.1  1485.0  1450.7
Total     : M+      0.0   415.5   460.3  1317.8  2424.6  3197.2  3659.0  3797.1
            V     226.0   215.8   214.6   191.0   154.1   117.1    73.9    12.4
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   226.0   215.8   214.6   191.0   155.0   119.7    85.0    50.9
            M       0.0   420.7   465.9  1317.8  2367.1  3084.1  3463.5  3516.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.41   82.67   85.00
Self wt.  : M     675.4   588.2   442.8   239.3    83.4    75.2     0.0
(Max)       V       6.7    13.5    20.2    26.9    31.1    31.3    33.2
DL-Prec.  : M     105.7    92.1    69.3    37.5    13.1    11.8     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.9     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     791.2   689.1   518.8   280.4    97.7    88.1     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.5    36.7    38.8
Diaphragm : M       8.5     6.3     4.2     2.0     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     256.3   223.2   168.0    90.8    31.6    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.8    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    17.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
LL + I    : M+   1680.5  1475.2  1128.8   617.7   216.5   195.4     0.0
            V      54.0    77.5    94.9   112.2   123.6   124.1   129.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    65.1    80.2    95.8   112.2   123.6   124.1   129.0
            M    1485.0  1362.1  1071.3   617.7   222.1   200.7     0.0
Total     : M+   3659.0  3197.2  2424.6  1317.8   460.3   415.5     0.0
            V      73.9   117.1   154.1   191.0   214.6   215.8   226.0
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   119.7   155.0   191.0   214.6   215.8   226.0
            M    3463.5  3084.1  2367.1  1317.8   465.9   420.7     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               33.2             33.2
Deck+Haunch            38.8             38.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.2              5.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           34.7             34.7
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    75.2    83.4   239.3   442.8   588.2   675.4   704.4
(Max)       V      33.2    31.3    31.1    26.9    20.2    13.5     6.7     0.0
DL-Prec.  : M       0.0    11.8    13.1    37.5    69.3    92.1   105.7   110.3
DC(Max)     V       5.2     4.9     4.9     4.2     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
Deck +    : M       0.0    88.1    97.7   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.5    31.6    23.7    15.8     7.9     0.0
Diaphragm : M       0.0     0.6     0.6     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    28.5    31.6    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.8    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    17.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   156.3   173.2   494.2   903.0  1180.2  1344.4  1385.3
            V     103.2    99.3    98.9    89.8    75.9    62.0    43.2     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   103.2    99.3    98.9    89.8    76.7    64.1    52.1    40.5
            M       0.0   160.6   177.7   494.2   857.0  1089.7  1188.0  1160.6
Total     : M+      0.0   376.4   417.0  1194.3  2198.9  2902.1  3322.9  3450.7
            V     200.2   190.9   189.9   168.6   135.1   101.6    63.1    10.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   200.2   190.9   189.9   168.6   135.8   103.7    72.0    40.8
            M       0.0   380.6   421.5  1194.3  2152.9  2811.7  3166.5  3226.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.41   82.67   85.00
Self wt.  : M     675.4   588.2   442.8   239.3    83.4    75.2     0.0
(Max)       V       6.7    13.5    20.2    26.9    31.1    31.3    33.2
DL-Prec.  : M     105.7    92.1    69.3    37.5    13.1    11.8     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.9     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     791.2   689.1   518.8   280.4    97.7    88.1     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.5    36.7    38.8
Diaphragm : M       8.5     6.3     4.2     2.0     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     256.3   223.2   168.0    90.8    31.6    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.8    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    17.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
LL + I    : M+   1344.4  1180.2   903.0   494.2   173.2   156.3     0.0
            V      43.2    62.0    75.9    89.8    98.9    99.3   103.2
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    52.1    64.1    76.7    89.8    98.9    99.3   103.2
            M    1188.0  1089.7   857.0   494.2   177.7   160.6     0.0
Total     : M+   3322.9  2902.1  2198.9  1194.3   417.0   376.4     0.0
            V      63.1   101.6   135.1   168.6   189.9   190.9   200.2
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    72.0   103.7   135.8   168.6   189.9   190.9   200.2
            M    3166.5  2811.7  2152.9  1194.3   421.5   380.6     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    94.0   104.2   299.2   553.5   735.2   844.2   880.5
(Max)       V      41.4    39.2    38.9    33.7    25.3    16.8     8.4     0.0
Self wt.  : M       0.0    67.7    75.0   215.4   398.5   529.3   607.8   634.0
(Min)       V      29.8    28.2    28.0    24.2    18.2    12.1     6.1     0.0
DL-Prec.  : M       0.0    14.7    16.3    46.8    86.7   115.1   132.2   137.9
DC(Max)     V       6.5     6.1     6.1     5.3     4.0     2.6     1.3     0.0
DL-Prec.  : M       0.0    10.6    11.7    33.7    62.4    82.9    95.2    99.3
DC(Min)     V       4.7     4.4     4.4     3.8     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   110.2   122.1   350.5   648.5   861.3   989.0  1031.6
Haunch (Max)V      48.5    45.9    45.6    39.4    29.6    19.7     9.9     0.0
Deck +    : M       0.0    79.3    87.9   252.4   466.9   620.2   712.1   742.7
Haunch (Min)V      35.0    33.0    32.8    28.4    21.3    14.2     7.1     0.0
Diaphragm : M       0.0     0.7     0.8     2.5     5.2     7.9    10.6    13.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     1.8     3.7     5.7     7.6     9.6
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.7    39.5   113.5   210.1   279.0   320.4   334.2
DC(Max)     V      15.7    14.9    14.8    12.8     9.6     6.4     3.2     0.0
DL-Comp   : M       0.0    25.7    28.5    81.7   151.2   200.9   230.7   240.6
DC(Min)     V      11.3    10.7    10.6     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    23.6    26.2    75.2   139.1   184.7   212.1   221.2
DW(Max)     V      10.4     9.8     9.8     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.2    11.3    32.6    60.3    80.0    91.9    95.9
DW(Min)     V       4.5     4.3     4.2     3.7     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   342.0   378.9  1081.0  1975.3  2581.6  2940.9  3030.3
            V     225.8   217.2   216.2   196.4   166.0   135.7    94.6    21.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   225.8   217.2   216.2   196.4   167.7   140.3   113.9    88.7
            M       0.0   351.2   388.7  1081.0  1874.8  2383.7  2598.7  2538.7
Total     : M+      0.0   621.0   688.0  1968.7  3618.3  4764.8  5449.4  5649.0
            V     348.8   333.4   331.7   296.3   241.1   185.8   119.8    21.6
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   348.8   333.4   331.7   296.3   242.7   190.4   139.2    89.0
            M       0.0   630.2   697.8  1968.7  3517.8  4567.0  5107.2  5157.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.41   82.67   85.00
Self wt.  : M     844.2   735.2   553.5   299.2   104.2    94.0     0.0
(Max)       V       8.4    16.8    25.3    33.7    38.9    39.2    41.4
Self wt.  : M     607.8   529.3   398.5   215.4    75.0    67.7     0.0
(Min)       V       6.1    12.1    18.2    24.2    28.0    28.2    29.8
DL-Prec.  : M     132.2   115.1    86.7    46.8    16.3    14.7     0.0
DC(Max)     V       1.3     2.6     4.0     5.3     6.1     6.1     6.5
DL-Prec.  : M      95.2    82.9    62.4    33.7    11.7    10.6     0.0
DC(Min)     V       0.9     1.9     2.8     3.8     4.4     4.4     4.7
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     989.0   861.3   648.5   350.5   122.1   110.2     0.0
Haunch (Max)V       9.9    19.7    29.6    39.4    45.6    45.9    48.5
Deck +    : M     712.1   620.2   466.9   252.4    87.9    79.3     0.0
Haunch (Min)V       7.1    14.2    21.3    28.4    32.8    33.0    35.0
Diaphragm : M      10.6     7.9     5.2     2.5     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       7.6     5.7     3.7     1.8     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     320.4   279.0   210.1   113.5    39.5    35.7     0.0
DC(Max)     V       3.2     6.4     9.6    12.8    14.8    14.9    15.7
DL-Comp   : M     230.7   200.9   151.2    81.7    28.5    25.7     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.6    10.7    11.3
DL-Comp   : M     212.1   184.7   139.1    75.2    26.2    23.6     0.0
DW(Max)     V       2.1     4.2     6.3     8.5     9.8     9.8    10.4
DL-Comp   : M      91.9    80.0    60.3    32.6    11.3    10.2     0.0
DW(Min)     V       0.9     1.8     2.7     3.7     4.2     4.3     4.5
LL + I    : M+   2940.9  2581.6  1975.3  1081.0   378.9   342.0     0.0
            V      94.6   135.7   166.0   196.4   216.2   217.2   225.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   113.9   140.3   167.7   196.4   216.2   217.2   225.8
            M    2598.7  2383.7  1874.8  1081.0   388.7   351.2     0.0
Total     : M+   5449.4  4764.8  3618.3  1968.7   688.0   621.0     0.0
            V     119.8   185.8   241.1   296.3   331.7   333.4   348.8
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   139.2   190.4   242.7   296.3   331.7   333.4   348.8
            M    5107.2  4567.0  3517.8  1968.7   697.8   630.2     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.4             41.4
Deck+Haunch            48.5             48.5
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.5              6.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           52.1             52.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    75.2    83.4   239.3   442.8   588.2   675.4   704.4
(Max)       V      33.2    31.3    31.1    26.9    20.2    13.5     6.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    11.8    13.1    37.5    69.3    92.1   105.7   110.3
DC(Max)     V       5.2     4.9     4.9     4.2     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
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    88.1    97.7   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.5    31.6    23.7    15.8     7.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.0     4.2     6.3     8.5    10.6
(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    28.5    31.6    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.8    10.2     7.7     5.1     2.6     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    15.8    17.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   137.2   151.8   427.6   761.0   989.6  1102.7  1080.7
            V     104.5   100.6   100.2    91.2    77.9    59.9    46.6    25.8
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   104.5   100.6   100.2    91.2    77.9    64.6    51.3    38.3
            M       0.0   137.2   151.8   427.6   761.0   959.3  1022.3   956.8
Total     : M+      0.0   357.2   395.7  1127.7  2056.9  2711.5  3081.2  3146.2
            V     201.5   192.3   191.2   170.0   137.1    99.4    66.5    26.1
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   201.5   192.3   191.2   170.0   137.1   104.1    71.2    38.5
            M       0.0   357.2   395.7  1127.7  2056.9  2681.2  3000.8  3022.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.41   82.67   85.00
Self wt.  : M     675.4   588.2   442.8   239.3    83.4    75.2     0.0
(Max)       V       6.7    13.5    20.2    26.9    31.1    31.3    33.2
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     105.7    92.1    69.3    37.5    13.1    11.8     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.9     4.9     5.2
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     791.2   689.1   518.8   280.4    97.7    88.1     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.5    36.7    38.8
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       8.5     6.3     4.2     2.0     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     256.3   223.2   168.0    90.8    31.6    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.8    11.9    12.6
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     141.4   123.2    92.7    50.1    17.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1102.7   989.6   761.0   427.6   151.8   137.2     0.0
            V      46.6    59.9    77.9    91.2   100.2   100.6   104.5
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    51.3    64.6    77.9    91.2   100.2   100.6   104.5
            M    1022.3   959.3   761.0   427.6   151.8   137.2     0.0
Total     : M+   3081.2  2711.5  2056.9  1127.7   395.7   357.2     0.0
            V      66.5    99.4   137.1   170.0   191.2   192.3   201.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    71.2   104.1   137.1   170.0   191.2   192.3   201.5
            M    3000.8  2681.2  2056.9  1127.7   395.7   357.2     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.120   0.322   0.570   0.745   0.847   0.883 
Bottom        -0.097  -0.260  -0.459  -0.597  -0.676  -0.704 
 
Prestress
Precast-top   -0.067  -0.191  -0.380  -0.566  -0.749  -0.749 
Bottom         2.246   2.343   2.489   2.632   2.771   2.771 
 
Total
Precast-top    0.053   0.131   0.190   0.179   0.098   0.133 
Bottom         2.148   2.083   2.031   2.035   2.096   2.068 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.64 %)
             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    7.97   16.60   25.23   33.87   42.50
 
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   0.013   0.015   0.042   0.077   0.103   0.117   0.122 
Precast-top   -0.003   0.167   0.186   0.548   0.987   1.250   1.340   1.428 
Bottom         0.449   1.779   1.761   1.420   1.006   0.753   0.657   0.579 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.120   0.322   0.570   0.745   0.847   0.883 
Bottom        -0.097  -0.260  -0.459  -0.597  -0.676  -0.704 
 
Prestress
Precast-top   -0.067  -0.191  -0.380  -0.566  -0.749  -0.749 
Bottom         2.246   2.343   2.489   2.632   2.771   2.771 
 
Total
Precast-top    0.053   0.131   0.190   0.179   0.098   0.133 
Bottom         2.148   2.083   2.031   2.035   2.096   2.068 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.64 %)
             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    7.97   16.60   25.23   33.87   42.50
 
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    7.97   16.60   25.23   33.87   42.50
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   0.047   0.053   0.148   0.265   0.344   0.384   0.380 
Precast-top   -0.002   0.112   0.124   0.362   0.651   0.829   0.897   0.936 
Bottom         0.225   0.798   0.779   0.426  -0.001  -0.276  -0.394  -0.419 
 

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
    348.8    6.5   58.9    0.567   3.7   6.00e-3 50.0    358.1     1.455    2.347      0.11
      0.0    0.5   58.7     42.0 0.168      25.8 0.87    12.00     0.101    1.486 
Transfer:   3.00
    333.4    6.5   58.9    2.554  16.6   2.07e-3 36.3    299.2     0.759    1.760      0.00
    630.2    2.2   57.8    189.0 0.157      54.6 1.88    12.00     0.101    1.567 
Critical:   5.47
    317.0    6.5   58.9    2.928  16.6   0.57e-3 31.0    238.0     0.496    1.760      0.00
   1223.6    2.5   57.7    189.0 0.149      97.6 3.36    12.00     0.101    1.643 
0.1L    :   8.63
    296.3    6.5   58.9    3.404  16.6   0.49e-3 30.7    211.2     0.437    0.620      0.00
   1968.7    2.9   57.5    189.0 0.140     101.5 3.51    12.00     0.101    1.269 
0.2L    :  17.27
    242.7    6.5   54.8    4.774  16.6   0.87e-3 32.0    175.5     0.414    0.496      0.00
   3517.8    3.3   53.1    189.0 0.122      77.6 2.90    24.00     0.101    1.130 
0.3L    :  25.90
    190.4    6.5   56.9    4.774  16.6   1.94e-3 35.8    140.7     0.367    0.413      0.00
   4567.0    3.3   55.2    189.0 0.091      54.3 1.95    24.00     0.101    1.083 
0.4L    :  34.53
    139.2    6.5   59.0    4.774   0.0   2.25e-3 36.9    103.1     0.270    0.413      0.00
   5107.2    3.4   57.3    189.0 0.069      51.5 1.79    24.00     0.101    1.354 
0.5L    :  43.17
     89.0    6.5   59.0    4.774   0.0   1.96e-3 35.9     42.9     0.108    0.413      0.00
   5157.4    3.4   57.3    189.0 0.044      56.0 1.94    24.00     0.101    2.223 
0.6L    :  51.80
    139.2    6.5   59.0    4.774   0.0   2.25e-3 36.9    103.1     0.270    0.413      0.00
   5107.2    3.4   57.3    189.0 0.069      51.5 1.79    24.00     0.101    1.354 
0.7L    :  60.43
    190.4    6.5   56.9    4.774  16.6   1.94e-3 35.8    140.7     0.367    0.413      0.00
   4567.0    3.3   55.2    189.0 0.091      54.3 1.95    24.00     0.101    1.083 
0.8L    :  69.07
    242.7    6.5   54.8    4.774  16.6   0.87e-3 32.0    175.5     0.414    0.496      0.00
   3517.8    3.3   53.1    189.0 0.122      77.6 2.90    24.00     0.101    1.130 
0.9L    :  77.70
    296.3    6.5   58.9    3.404  16.6   0.49e-3 30.7    211.2     0.437    0.620      0.00
   1968.7    2.9   57.5    189.0 0.140     101.5 3.51    12.00     0.101    1.269 
Critical:  80.86
    317.0    6.5   58.9    2.928  16.6   0.57e-3 31.0    238.0     0.496    1.760      0.00
   1223.6    2.5   57.7    189.0 0.149      97.6 3.36    12.00     0.101    1.643 
Transfer:  83.33
    333.4    6.5   58.9    2.554  16.6   2.07e-3 36.3    299.2     0.759    1.760      0.00
    630.2    2.2   57.8    189.0 0.157      54.6 1.88    12.00     0.101    1.567 
Bearing :  85.67
    348.8    6.5   58.9    0.567   3.7   6.00e-3 50.0    358.1     1.455    2.347      0.11
      0.0    0.5   58.7     42.0 0.168      25.8 0.87    12.00     0.101    1.486 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  935.80
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.87
 
 
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
    348.8      6.60     58.92    0.49       58.67    24.00      0.300      1.452      0.000      2.347 
Transfer:      2.33
    333.4      6.41     58.92    2.20       57.82    24.00      0.300      1.386      0.000      1.760 
Critical:      4.80
    317.1      6.11     58.92    2.52       57.66    24.00      0.300      1.287      0.000      1.760 
0.1L    :      7.97
    296.3      5.73     58.92    2.92       57.46    24.00      0.300      1.160      0.000      0.620 
0.2L    :     16.60
    242.7      5.08     54.80    3.35       53.12    24.00      0.300      0.942      0.000      0.496 
0.3L    :     25.23
    190.4      3.83     56.89    3.35       55.21    24.00      0.300      0.527      0.000      0.413 
0.4L    :     33.87
    139.2      2.70     58.98    3.35       57.30    24.00      0.300      0.150      0.000      0.413 
0.5L    :     42.50
     89.0      1.73     58.98    3.35       57.30    24.00      0.300      0.000      0.000      0.413 
0.6L    :     51.13
    139.2      2.70     58.98    3.35       57.30    24.00      0.300      0.150      0.000      0.413 
0.7L    :     59.77
    190.4      3.83     56.89    3.35       55.21    24.00      0.300      0.527      0.000      0.413 
0.8L    :     68.40
    242.7      5.08     54.80    3.35       53.12    24.00      0.300      0.942      0.000      0.496 
0.9L    :     77.03
    296.3      5.73     58.92    2.92       57.46    24.00      0.300      1.160      0.000      0.620 
Critical:     80.20
    317.1      6.11     58.92    2.52       57.66    24.00      0.300      1.287      0.000      1.760 
Transfer:     82.67
    333.4      6.41     58.92    2.20       57.82    24.00      0.300      1.386      0.000      1.760 
Bearing :     85.00
    348.8      6.60     58.92    0.49       58.67    24.00      0.300      1.452      0.000      2.347 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.97 ft
Prestress      :       0.605  1.80      1.089  2.20      1.331
Self Wt.       :      -0.229  1.85     -0.423  2.40     -0.549
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          :       0.376            0.666            0.782
 
At 0.2 x L = 16.60 ft
Prestress      :       1.093  1.80      1.967  2.20      2.404
Self Wt.       :      -0.430  1.85     -0.796  2.40     -1.033
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          :       0.662            1.171            1.371
 
At 0.3 x L = 25.23 ft
Prestress      :       1.448  1.80      2.607  2.20      3.187
Self Wt.       :      -0.586  1.85     -1.083  2.40     -1.405
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          :       0.863            1.524            1.781
 
At 0.4 x L = 33.87 ft
Prestress      :       1.659  1.80      2.987  2.20      3.650
Self Wt.       :      -0.681  1.85     -1.260  2.40     -1.635
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          :       0.978            1.727            2.016
 
At 0.5 x L = 42.50 ft
Prestress      :       1.735  1.80      3.124  2.20      3.818
Self Wt.       :      -0.715  1.85     -1.323  2.40     -1.717
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          :       1.020            1.801            2.101
 
At 0.6 x L = 51.13 ft
Prestress      :       1.659  1.80      2.987  2.20      3.650
Self Wt.       :      -0.681  1.85     -1.260  2.40     -1.635
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          :       0.978            1.727            2.016
 
At 0.7 x L = 59.77 ft
Prestress      :       1.448  1.80      2.607  2.20      3.187
Self Wt.       :      -0.586  1.85     -1.083  2.40     -1.405
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          :       0.863            1.524            1.781
 
At 0.8 x L = 68.40 ft
Prestress      :       1.093  1.80      1.967  2.20      2.404
Self Wt.       :      -0.430  1.85     -0.796  2.40     -1.033
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          :       0.662            1.171            1.371
 
At 0.9 x L = 77.03 ft
Prestress      :       0.605  1.80      1.089  2.20      1.331
Self Wt.       :      -0.229  1.85     -0.423  2.40     -0.549
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          :       0.376            0.666            0.782
 

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
   621.0    51.3  3.121  266.2    2.6   2.20   3478.1  0.067T 1.00       -       -     -     -  
H/2     :   2.59
   688.0    51.4  3.169  266.1    2.6   2.23   3534.2  0.066T 1.00       -       -     -     -  
0.1L    :   7.97
  1968.7    52.7  4.160  265.1    3.4   2.92   4709.0  0.050T 1.00       -       -     -     -  
0.2L    :  16.60
  3618.3    54.8  4.774  264.6    3.9   3.35   5591.3  0.043T 1.00    913.3   913.3    6.12    -  
0.3L    :  25.23
  4764.8    56.9  4.774  264.8    3.9   3.35   5815.6  0.043T 1.00    761.7   761.7    7.64    -  
0.4L    :  33.87
  5449.4    59.0  4.774  264.9    3.9   3.35   6039.8  0.043T 1.00    680.1   680.1    8.88    -  
0.5L    :  42.50
  5649.0    59.0  4.774  264.9    3.9   3.35   6039.8  0.043T 1.00    646.7   646.7    9.34    -  
0.6L    :  51.13
  5449.4    59.0  4.774  264.9    3.9   3.35   6039.8  0.043T 1.00    680.1   680.1    8.88    -  
0.7L    :  59.77
  4764.8    56.9  4.774  264.8    3.9   3.35   5815.6  0.043T 1.00    761.7   761.7    7.64    -  
0.8L    :  68.40
  3618.3    54.8  4.774  264.6    3.9   3.35   5591.3  0.043T 1.00    913.3   913.3    6.12    -  
0.9L    :  77.03
  1968.7    52.7  4.160  265.1    3.4   2.92   4709.0  0.050T 1.00       -       -     -     -  
H/2     :  82.41
   688.0    51.4  3.169  266.1    2.6   2.23   3534.2  0.066T 1.00       -       -     -     -  
Transfer:  82.67
   621.0    51.3  3.121  266.2    2.6   2.20   3478.1  0.067T 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 1-11; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.036
        M   2.00 Fb     0.170
 
  2   2 E  50.00 Ft     0.337
        M   4.00 Fb     0.125
 
  3   2 E  48.00 Ft     0.620
        M   2.00 Fb     0.095
 
  4   2 E   6.00 Ft     0.571
        M   6.00 Fb     0.334
 
  5   2 E   6.00 Ft     0.522
        M   6.00 Fb     0.573
 
  6   2 E   6.00 Ft     0.473
        M   6.00 Fb     0.812
 
  7   2 E   2.00 Ft     0.389
        M   2.00 Fb     1.079
 
  8   2 E   2.00 Ft     0.305
        M   2.00 Fb     1.346
 
  9   2 E   2.00 Ft     0.221
        M   2.00 Fb     1.614
 
 10   2 E   2.00 Ft     0.137
        M   2.00 Fb     1.881
 
 11   2 E   2.00 Ft     0.054
        M   2.00 Fb     2.148
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 86.33            Release Length, ft: 86.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  22
No. of strands, Draped:   4           No. of strands, Straight:  18
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.76 %               Final losses: 11.81 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.148     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.053       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6039.83     5649.02     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.122     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   1.428     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   1.779    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.000     Bearing
    Pre.Bot:  -0.465  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.936     Midspan
    Pre.Bot:                                                             2.400   0.798    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.735  1.80      3.124  2.20      3.818
Self Wt.       :      -0.715  1.85     -1.323  2.40     -1.717
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          :       1.020            1.801            2.101
 
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   85.00
     DC  Line       0.076      0.00       0.076   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.333 ft
Release length = 86.333 ft
Design  length = 85.000 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)  : 0.756   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.912   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.005   (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           1424.7 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           691516 in4#
Ht. of c.g.           =        24.64 in             40.60 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 = 0.8748

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     7.97    16.60    25.23    33.87    42.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    754.3    773.7    773.7    773.7    773.7    773.7    773.7    773.7
  Yb      ,  in    24.54    24.20    24.20    24.16    24.09    24.02    23.95    23.95
  MI(Ixx) , in4   286810   290395   290437   291341   292965   294799   296843   296843
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1429.8   1447.8   1447.8   1447.8   1447.8   1447.8   1447.8   1447.8
  Yb      ,  in    40.50    40.13    40.13    40.10    40.07    40.04    40.00    40.00
  MI(Ixx) , in4   695859   711575   711661   713461   716516   719769   723222   723222

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 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           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  22 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 34.53 ft from member end )
END PATTERN (Ycg = 11.64 in):
    12 @  2.000 in     6 @  6.000 in     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.27 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  2.000 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     =    4.77 in2      Initial Pull          =      935.8 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.906 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.883 ft
Holddown Force        =  18.772 kips     Beam Shrtng (PL/AE)   =      0.273 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)       
--------------------------------------------------------------------------------------
      1901.029         740 1406.762     16.627 67340.117   974.158     546.482        
 
 
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       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.3750      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      7.9170    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.9170     12.9170    Yes
      2      US#5[M16]       60.00        0.62      15.00      12.9170     19.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      19.1670     67.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      67.1663     73.4163    Yes
      2      US#5[M16]       60.00        0.62      12.00      73.4163     78.4163    Yes
      2      US#5[M16]       60.00        0.62       9.00      78.4163     80.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      80.6663     83.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00      83.6663     84.0833    Yes
      2      US#6[M19]       60.00        0.88       4.50      84.0833     85.9583    Yes
      2      US#6[M19]       60.00        0.88       3.00      85.9583     86.2083    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 86.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.7740 in2       Ycg =  3.27 in
         P_init    =      935.8 kips  Ecc = 21.37 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.30 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.821 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.07 ksi    0.00 ksi
    due to Composite Loads                                 -1.48 ksi    0.00 ksi
    due to Live Loads                                      -5.11 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.41 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.30 ksi  ( 5.76 %)            12.16 ksi ( 6.20 %)
Total Prestress Losses                                    23.46 ksi (11.97 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    75.2    83.4   239.3   442.8   588.2   675.4   704.4
(Max)       V      33.2    31.3    31.1    26.9    20.2    13.5     6.7     0.0
DL-Prec.  : M       0.0    10.8    11.9    34.2    63.3    84.1    96.6   100.8
DC(Max)     V       4.7     4.5     4.5     3.9     2.9     1.9     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.6    86.0   247.0   456.9   606.9   696.9   726.9
Haunch (Max)V      34.2    32.3    32.1    27.8    20.8    13.9     6.9     0.0
Diaphragm : M       0.0     0.3     0.3     1.0     2.1     3.2     4.2     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.5    31.6    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.8    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    17.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   202.3   224.1   639.4  1168.5  1527.1  1739.6  1792.5
            V     113.0   108.7   108.2    98.2    83.1    67.9    47.3    10.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   113.0   108.7   108.2    98.2    83.9    70.2    57.0    44.4
            M       0.0   207.8   229.9   639.4  1109.0  1410.0  1537.2  1501.7
Total     : M+      0.0   410.5   454.8  1301.9  2394.4  3155.7  3610.4  3744.7
            V     204.7   195.4   194.3   172.8   139.0   105.2    66.0    10.8
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   204.7   195.4   194.3   172.8   139.9   107.5    75.7    44.5
            M       0.0   416.0   460.6  1301.9  2334.9  3038.7  3407.9  3453.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.41   82.67   85.00
Self wt.  : M     675.4   588.2   442.8   239.3    83.4    75.2     0.0
(Max)       V       6.7    13.5    20.2    26.9    31.1    31.3    33.2
DL-Prec.  : M      96.6    84.1    63.3    34.2    11.9    10.8     0.0
DC(Max)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     696.9   606.9   456.9   247.0    86.0    77.6     0.0
Haunch (Max)V       6.9    13.9    20.8    27.8    32.1    32.3    34.2
Diaphragm : M       4.2     3.2     2.1     1.0     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     256.3   223.2   168.0    90.8    31.6    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.8    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    17.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
LL + I    : M+   1739.6  1527.1  1168.5   639.4   224.1   202.3     0.0
            V      47.3    67.9    83.1    98.2   108.2   108.7   113.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.0    70.2    83.9    98.2   108.2   108.7   113.0
            M    1537.2  1410.0  1109.0   639.4   229.9   207.8     0.0
Total     : M+   3610.4  3155.7  2394.4  1301.9   454.8   410.5     0.0
            V      66.0   105.2   139.0   172.8   194.3   195.4   204.7
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    75.7   107.5   139.9   172.8   194.3   195.4   204.7
            M    3407.9  3038.7  2334.9  1301.9   460.6   416.0     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               33.2             33.2
Deck+Haunch            34.2             34.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.7              4.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           34.7             34.7
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    75.2    83.4   239.3   442.8   588.2   675.4   704.4
(Max)       V      33.2    31.3    31.1    26.9    20.2    13.5     6.7     0.0
DL-Prec.  : M       0.0    10.8    11.9    34.2    63.3    84.1    96.6   100.8
DC(Max)     V       4.7     4.5     4.5     3.9     2.9     1.9     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.6    86.0   247.0   456.9   606.9   696.9   726.9
Haunch (Max)V      34.2    32.3    32.1    27.8    20.8    13.9     6.9     0.0
Diaphragm : M       0.0     0.3     0.3     1.0     2.1     3.2     4.2     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.5    31.6    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.8    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    17.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   161.8   179.3   511.5   934.8  1221.6  1391.7  1434.0
            V      90.4    86.9    86.6    78.6    66.5    54.3    37.9     8.5
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    90.4    86.9    86.6    78.6    67.1    56.1    45.6    35.5
            M       0.0   166.2   183.9   511.5   887.2  1128.0  1229.7  1201.4
Total     : M+      0.0   370.0   410.0  1174.0  2160.7  2850.3  3262.5  3386.2
            V     182.1   173.7   172.7   153.2   122.4    91.7    56.6     8.6
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   182.1   173.7   172.7   153.2   123.1    93.5    64.3    35.6
            M       0.0   374.4   414.6  1174.0  2113.1  2756.7  3100.5  3153.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.41   82.67   85.00
Self wt.  : M     675.4   588.2   442.8   239.3    83.4    75.2     0.0
(Max)       V       6.7    13.5    20.2    26.9    31.1    31.3    33.2
DL-Prec.  : M      96.6    84.1    63.3    34.2    11.9    10.8     0.0
DC(Max)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     696.9   606.9   456.9   247.0    86.0    77.6     0.0
Haunch (Max)V       6.9    13.9    20.8    27.8    32.1    32.3    34.2
Diaphragm : M       4.2     3.2     2.1     1.0     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     256.3   223.2   168.0    90.8    31.6    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.8    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    17.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
LL + I    : M+   1391.7  1221.6   934.8   511.5   179.3   161.8     0.0
            V      37.9    54.3    66.5    78.6    86.6    86.9    90.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    45.6    56.1    67.1    78.6    86.6    86.9    90.4
            M    1229.7  1128.0   887.2   511.5   183.9   166.2     0.0
Total     : M+   3262.5  2850.3  2160.7  1174.0   410.0   370.0     0.0
            V      56.6    91.7   122.4   153.2   172.7   173.7   182.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    64.3    93.5   123.1   153.2   172.7   173.7   182.1
            M    3100.5  2756.7  2113.1  1174.0   414.6   374.4     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    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    94.0   104.2   299.2   553.5   735.2   844.2   880.5
(Max)       V      41.4    39.2    38.9    33.7    25.3    16.8     8.4     0.0
Self wt.  : M       0.0    67.7    75.0   215.4   398.5   529.3   607.8   634.0
(Min)       V      29.8    28.2    28.0    24.2    18.2    12.1     6.1     0.0
DL-Prec.  : M       0.0    13.5    14.9    42.8    79.2   105.2   120.8   126.0
DC(Max)     V       5.9     5.6     5.6     4.8     3.6     2.4     1.2     0.0
DL-Prec.  : M       0.0     9.7    10.7    30.8    57.0    75.7    86.9    90.7
DC(Min)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    97.0   107.5   308.7   571.1   758.6   871.1   908.6
Haunch (Max)V      42.8    40.4    40.1    34.7    26.1    17.4     8.7     0.0
Deck +    : M       0.0    69.9    77.4   222.3   411.2   546.2   627.2   654.2
Haunch (Min)V      30.8    29.1    28.9    25.0    18.8    12.5     6.3     0.0
Diaphragm : M       0.0     0.4     0.4     1.2     2.6     3.9     5.3     6.6
(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     0.9     1.9     2.8     3.8     4.8
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    35.7    39.5   113.5   210.1   279.0   320.4   334.2
DC(Max)     V      15.7    14.9    14.8    12.8     9.6     6.4     3.2     0.0
DL-Comp   : M       0.0    25.7    28.5    81.7   151.2   200.9   230.7   240.6
DC(Min)     V      11.3    10.7    10.6     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    23.6    26.2    75.2   139.1   184.7   212.1   221.2
DW(Max)     V      10.4     9.8     9.8     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.2    11.3    32.6    60.3    80.0    91.9    95.9
DW(Min)     V       4.5     4.3     4.2     3.7     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   354.0   392.2  1119.0  2044.8  2672.3  3044.3  3136.9
            V     197.7   190.2   189.3   171.9   145.4   118.8    82.8    18.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   197.7   190.2   189.3   171.9   146.8   122.8    99.8    77.7
            M       0.0   363.6   402.3  1119.0  1940.7  2467.5  2690.1  2628.0
Total     : M+      0.0   618.2   684.9  1959.6  3600.4  4739.0  5418.1  5614.0
            V     314.1   300.2   298.7   266.6   216.4   166.2   106.6    18.8
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   314.1   300.2   298.7   266.6   217.8   170.2   123.5    77.8
            M       0.0   627.8   695.1  1959.6  3496.2  4534.2  5063.9  5105.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.41   82.67   85.00
Self wt.  : M     844.2   735.2   553.5   299.2   104.2    94.0     0.0
(Max)       V       8.4    16.8    25.3    33.7    38.9    39.2    41.4
Self wt.  : M     607.8   529.3   398.5   215.4    75.0    67.7     0.0
(Min)       V       6.1    12.1    18.2    24.2    28.0    28.2    29.8
DL-Prec.  : M     120.8   105.2    79.2    42.8    14.9    13.5     0.0
DC(Max)     V       1.2     2.4     3.6     4.8     5.6     5.6     5.9
DL-Prec.  : M      86.9    75.7    57.0    30.8    10.7     9.7     0.0
DC(Min)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
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     871.1   758.6   571.1   308.7   107.5    97.0     0.0
Haunch (Max)V       8.7    17.4    26.1    34.7    40.1    40.4    42.8
Deck +    : M     627.2   546.2   411.2   222.3    77.4    69.9     0.0
Haunch (Min)V       6.3    12.5    18.8    25.0    28.9    29.1    30.8
Diaphragm : M       5.3     3.9     2.6     1.2     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.8     2.8     1.9     0.9     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     320.4   279.0   210.1   113.5    39.5    35.7     0.0
DC(Max)     V       3.2     6.4     9.6    12.8    14.8    14.9    15.7
DL-Comp   : M     230.7   200.9   151.2    81.7    28.5    25.7     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.6    10.7    11.3
DL-Comp   : M     212.1   184.7   139.1    75.2    26.2    23.6     0.0
DW(Max)     V       2.1     4.2     6.3     8.5     9.8     9.8    10.4
DL-Comp   : M      91.9    80.0    60.3    32.6    11.3    10.2     0.0
DW(Min)     V       0.9     1.8     2.7     3.7     4.2     4.3     4.5
LL + I    : M+   3044.3  2672.3  2044.8  1119.0   392.2   354.0     0.0
            V      82.8   118.8   145.4   171.9   189.3   190.2   197.7
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    99.8   122.8   146.8   171.9   189.3   190.2   197.7
            M    2690.1  2467.5  1940.7  1119.0   402.3   363.6     0.0
Total     : M+   5418.1  4739.0  3600.4  1959.6   684.9   618.2     0.0
            V     106.6   166.2   216.4   266.6   298.7   300.2   314.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   123.5   170.2   217.8   266.6   298.7   300.2   314.1
            M    5063.9  4534.2  3496.2  1959.6   695.1   627.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               41.4             41.4
Deck+Haunch            42.8             42.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.9              5.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           52.1             52.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    75.2    83.4   239.3   442.8   588.2   675.4   704.4
(Max)       V      33.2    31.3    31.1    26.9    20.2    13.5     6.7     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    10.8    11.9    34.2    63.3    84.1    96.6   100.8
DC(Max)     V       4.7     4.5     4.5     3.9     2.9     1.9     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.6    86.0   247.0   456.9   606.9   696.9   726.9
Haunch (Max)V      34.2    32.3    32.1    27.8    20.8    13.9     6.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.0     2.1     3.2     4.2     5.3
(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    28.5    31.6    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.8    10.2     7.7     5.1     2.6     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    15.8    17.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     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   203.1   224.9   633.2  1127.0  1465.4  1633.0  1600.4
            V     114.4   110.1   109.6    99.8    85.3    65.6    51.0    28.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   114.4   110.1   109.6    99.8    85.3    70.7    56.1    41.9
            M       0.0   203.1   224.9   633.2  1127.0  1420.5  1514.0  1416.9
Total     : M+      0.0   411.3   455.6  1295.7  2352.9  3094.1  3503.8  3552.6
            V     206.1   196.8   195.8   174.4   141.2   102.9    69.7    28.4
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   206.1   196.8   195.8   174.4   141.2   108.1    74.9    42.0
            M       0.0   411.3   455.6  1295.7  2352.9  3049.2  3384.7  3369.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.41   82.67   85.00
Self wt.  : M     675.4   588.2   442.8   239.3    83.4    75.2     0.0
(Max)       V       6.7    13.5    20.2    26.9    31.1    31.3    33.2
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      96.6    84.1    63.3    34.2    11.9    10.8     0.0
DC(Max)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     696.9   606.9   456.9   247.0    86.0    77.6     0.0
Haunch (Max)V       6.9    13.9    20.8    27.8    32.1    32.3    34.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.2     3.2     2.1     1.0     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     256.3   223.2   168.0    90.8    31.6    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.8    11.9    12.6
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     141.4   123.2    92.7    50.1    17.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1633.0  1465.4  1127.0   633.2   224.9   203.1     0.0
            V      51.0    65.6    85.3    99.8   109.6   110.1   114.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    56.1    70.7    85.3    99.8   109.6   110.1   114.4
            M    1514.0  1420.5  1127.0   633.2   224.9   203.1     0.0
Total     : M+   3503.8  3094.1  2352.9  1295.7   455.6   411.3     0.0
            V      69.7   102.9   141.2   174.4   195.8   196.8   206.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    74.9   108.1   141.2   174.4   195.8   196.8   206.1
            M    3384.7  3049.2  2352.9  1295.7   455.6   411.3     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.120   0.322   0.570   0.745   0.847   0.883 
Bottom        -0.097  -0.260  -0.459  -0.597  -0.676  -0.704 
 
Prestress
Precast-top   -0.067  -0.191  -0.380  -0.566  -0.749  -0.749 
Bottom         2.246   2.343   2.489   2.632   2.771   2.771 
 
Total
Precast-top    0.053   0.131   0.190   0.179   0.098   0.133 
Bottom         2.148   2.083   2.031   2.035   2.096   2.068 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.64 %)
             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    7.97   16.60   25.23   33.87   42.50
 
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   0.014   0.016   0.046   0.085   0.112   0.128   0.134 
Precast-top   -0.003   0.153   0.171   0.505   0.908   1.145   1.219   1.302 
Bottom         0.449   1.791   1.774   1.456   1.072   0.841   0.758   0.685 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.120   0.322   0.570   0.745   0.847   0.883 
Bottom        -0.097  -0.260  -0.459  -0.597  -0.676  -0.704 
 
Prestress
Precast-top   -0.067  -0.191  -0.380  -0.566  -0.749  -0.749 
Bottom         2.246   2.343   2.489   2.632   2.771   2.771 
 
Total
Precast-top    0.053   0.131   0.190   0.179   0.098   0.133 
Bottom         2.148   2.083   2.031   2.035   2.096   2.068 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.64 %)
             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    7.97   16.60   25.23   33.87   42.50
 
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    7.97   16.60   25.23   33.87   42.50
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   0.074   0.081   0.229   0.409   0.531   0.591   0.584 
Precast-top   -0.002   0.124   0.138   0.401   0.717   0.914   0.989   1.022 
Bottom         0.225   0.758   0.735   0.301  -0.220  -0.558  -0.705  -0.720 
 

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
    314.1    6.5   58.9    0.569   3.7   6.00e-3 50.0    319.6     1.299    2.347      0.00
      0.0    0.6   58.6     42.0 0.151      25.8 0.87    12.00     0.101    1.648 
Transfer:   3.00
    300.2    6.5   58.9    2.560  16.6   1.14e-3 33.0    242.0     0.545    1.760      0.00
    627.8    2.5   57.7    189.0 0.141      75.0 2.58    12.00     0.101    1.735 
Critical:   5.46
    285.4    6.5   58.9    2.933  16.6  -0.00e-3 29.0    161.2     0.311    1.760      0.00
   1215.2    2.9   57.5    189.0 0.134     139.4 4.82    12.00     0.101    1.819 
0.1L    :   8.63
    266.6    6.5   58.9    3.411  16.6   0.16e-3 29.6    156.4     0.310    0.620      0.00
   1959.6    3.3   57.3    189.0 0.125     123.2 4.27    12.00     0.101    1.528 
0.2L    :  17.27
    217.8    6.5   54.8    4.774  16.6   0.68e-3 31.4    140.7     0.324    0.496      0.00
   3496.2    3.8   52.9    189.0 0.109      84.7 3.18    24.00     0.101    1.308 
0.3L    :  25.90
    170.2    6.5   56.9    4.774  16.6   1.77e-3 35.2    115.5     0.296    0.413      0.00
   4534.2    3.8   55.0    189.0 0.080      57.1 2.06    24.00     0.101    1.241 
0.4L    :  34.53
    123.5    6.5   59.0    4.774   0.0   2.10e-3 36.4     83.7     0.216    0.413      0.00
   5063.9    3.8   57.1    189.0 0.062      53.5 1.86    24.00     0.101    1.557 
0.5L    :  43.17
     77.8    6.5   59.0    4.774   0.0   1.83e-3 35.4     28.3     0.101    0.413      0.00
   5105.1    3.8   57.1    189.0 0.039      58.1 2.02    24.00     0.101    2.592 
0.6L    :  51.80
    123.5    6.5   59.0    4.774   0.0   2.10e-3 36.4     83.7     0.216    0.413      0.00
   5063.9    3.8   57.1    189.0 0.062      53.5 1.86    24.00     0.101    1.557 
0.7L    :  60.43
    170.2    6.5   56.9    4.774  16.6   1.77e-3 35.2    115.5     0.296    0.413      0.00
   4534.2    3.8   55.0    189.0 0.080      57.1 2.06    24.00     0.101    1.241 
0.8L    :  69.07
    217.8    6.5   54.8    4.774  16.6   0.68e-3 31.4    140.7     0.324    0.496      0.00
   3496.2    3.8   52.9    189.0 0.109      84.7 3.18    24.00     0.101    1.308 
0.9L    :  77.70
    266.6    6.5   58.9    3.411  16.6   0.16e-3 29.6    156.4     0.310    0.620      0.00
   1959.6    3.3   57.3    189.0 0.125     123.2 4.27    12.00     0.101    1.528 
Critical:  80.88
    285.4    6.5   58.9    2.933  16.6  -0.00e-3 29.0    161.2     0.311    1.760      0.00
   1215.2    2.9   57.5    189.0 0.134     139.4 4.82    12.00     0.101    1.819 
Transfer:  83.33
    300.2    6.5   58.9    2.560  16.6   1.14e-3 33.0    242.0     0.545    1.760      0.00
    627.8    2.5   57.7    189.0 0.141      75.0 2.58    12.00     0.101    1.735 
Bearing :  85.67
    314.1    6.5   58.9    0.569   3.7   6.00e-3 50.0    319.6     1.299    2.347      0.00
      0.0    0.6   58.6     42.0 0.151      25.8 0.87    12.00     0.101    1.648 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  935.80
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.87
 
 
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
    314.1      5.95     58.92    0.56       58.63    24.00      0.300      1.234      0.000      2.347 
Transfer:      2.33
    300.2      5.78     58.92    2.51       57.66    24.00      0.300      1.178      0.000      1.760 
Critical:      4.79
    285.5      5.52     58.92    2.87       57.48    24.00      0.300      1.090      0.000      1.760 
0.1L    :      7.97
    266.6      5.17     58.92    3.33       57.25    24.00      0.300      0.974      0.000      0.620 
0.2L    :     16.60
    217.8      4.58     54.80    3.80       52.90    24.00      0.300      0.775      0.000      0.496 
0.3L    :     25.23
    170.2      3.44     56.89    3.80       54.99    24.00      0.300      0.397      0.000      0.413 
0.4L    :     33.87
    123.5      2.41     58.98    3.81       57.07    24.00      0.300      0.052      0.000      0.413 
0.5L    :     42.50
     77.8      1.52     58.98    3.81       57.07    24.00      0.300      0.000      0.000      0.413 
0.6L    :     51.13
    123.5      2.41     58.98    3.81       57.07    24.00      0.300      0.052      0.000      0.413 
0.7L    :     59.77
    170.2      3.44     56.89    3.80       54.99    24.00      0.300      0.397      0.000      0.413 
0.8L    :     68.40
    217.8      4.58     54.80    3.80       52.90    24.00      0.300      0.775      0.000      0.496 
0.9L    :     77.03
    266.6      5.17     58.92    3.33       57.25    24.00      0.300      0.974      0.000      0.620 
Critical:     80.21
    285.5      5.52     58.92    2.87       57.48    24.00      0.300      1.090      0.000      1.760 
Transfer:     82.67
    300.2      5.78     58.92    2.51       57.66    24.00      0.300      1.178      0.000      1.760 
Bearing :     85.00
    314.1      5.95     58.92    0.56       58.63    24.00      0.300      1.234      0.000      2.347 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.97 ft
Prestress      :       0.605  1.80      1.089  2.20      1.331
Self Wt.       :      -0.229  1.85     -0.423  2.40     -0.549
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          :       0.376            0.666            0.782
 
At 0.2 x L = 16.60 ft
Prestress      :       1.093  1.80      1.967  2.20      2.404
Self Wt.       :      -0.430  1.85     -0.796  2.40     -1.033
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          :       0.662            1.171            1.371
 
At 0.3 x L = 25.23 ft
Prestress      :       1.448  1.80      2.607  2.20      3.187
Self Wt.       :      -0.586  1.85     -1.083  2.40     -1.405
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          :       0.863            1.524            1.781
 
At 0.4 x L = 33.87 ft
Prestress      :       1.659  1.80      2.987  2.20      3.650
Self Wt.       :      -0.681  1.85     -1.260  2.40     -1.635
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          :       0.978            1.727            2.016
 
At 0.5 x L = 42.50 ft
Prestress      :       1.735  1.80      3.124  2.20      3.818
Self Wt.       :      -0.715  1.85     -1.323  2.40     -1.717
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          :       1.020            1.801            2.101
 
At 0.6 x L = 51.13 ft
Prestress      :       1.659  1.80      2.987  2.20      3.650
Self Wt.       :      -0.681  1.85     -1.260  2.40     -1.635
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          :       0.978            1.727            2.016
 
At 0.7 x L = 59.77 ft
Prestress      :       1.448  1.80      2.607  2.20      3.187
Self Wt.       :      -0.586  1.85     -1.083  2.40     -1.405
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          :       0.863            1.524            1.781
 
At 0.8 x L = 68.40 ft
Prestress      :       1.093  1.80      1.967  2.20      2.404
Self Wt.       :      -0.430  1.85     -0.796  2.40     -1.033
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          :       0.662            1.171            1.371
 
At 0.9 x L = 77.03 ft
Prestress      :       0.605  1.80      1.089  2.20      1.331
Self Wt.       :      -0.229  1.85     -0.423  2.40     -0.549
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          :       0.376            0.666            0.782
 

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
   618.2    51.3  3.129  265.7    3.0   2.51   3469.5  0.058T 1.00       -       -     -     -  
H/2     :   2.59
   684.9    51.4  3.177  265.6    3.0   2.55   3525.2  0.057T 1.00       -       -     -     -  
0.1L    :   7.97
  1959.6    52.7  4.170  264.4    3.9   3.33   4688.9  0.043T 1.00       -       -     -     -  
0.2L    :  16.60
  3600.4    54.8  4.774  263.8    4.5   3.80   5552.0  0.037T 1.00    947.8   947.8    5.86    -  
0.3L    :  25.23
  4739.0    56.9  4.774  264.1    4.5   3.80   5776.2  0.037T 1.00    813.1   813.1    7.10    -  
0.4L    :  33.87
  5418.1    59.0  4.774  264.3    4.5   3.81   6000.3  0.037T 1.00    741.2   741.2    8.10    -  
0.5L    :  42.50
  5614.0    59.0  4.774  264.3    4.5   3.81   6000.3  0.037T 1.00    711.7   711.7    8.43    -  
0.6L    :  51.13
  5418.1    59.0  4.774  264.3    4.5   3.81   6000.3  0.037T 1.00    741.2   741.2    8.10    -  
0.7L    :  59.77
  4739.0    56.9  4.774  264.1    4.5   3.80   5776.2  0.037T 1.00    813.1   813.1    7.10    -  
0.8L    :  68.40
  3600.4    54.8  4.774  263.8    4.5   3.80   5552.0  0.037T 1.00    947.8   947.8    5.86    -  
0.9L    :  77.03
  1959.6    52.7  4.170  264.4    3.9   3.33   4688.9  0.043T 1.00       -       -     -     -  
H/2     :  82.41
   684.9    51.4  3.177  265.6    3.0   2.55   3525.2  0.057T 1.00       -       -     -     -  
Transfer:  82.67
   618.2    51.3  3.129  265.7    3.0   2.51   3469.5  0.058T 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 1-11; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.036
        M   2.00 Fb     0.170
 
  2   2 E  50.00 Ft     0.337
        M   4.00 Fb     0.125
 
  3   2 E  48.00 Ft     0.620
        M   2.00 Fb     0.095
 
  4   2 E   6.00 Ft     0.571
        M   6.00 Fb     0.334
 
  5   2 E   6.00 Ft     0.522
        M   6.00 Fb     0.573
 
  6   2 E   6.00 Ft     0.473
        M   6.00 Fb     0.812
 
  7   2 E   2.00 Ft     0.389
        M   2.00 Fb     1.079
 
  8   2 E   2.00 Ft     0.305
        M   2.00 Fb     1.346
 
  9   2 E   2.00 Ft     0.221
        M   2.00 Fb     1.614
 
 10   2 E   2.00 Ft     0.137
        M   2.00 Fb     1.881
 
 11   2 E   2.00 Ft     0.054
        M   2.00 Fb     2.148
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 86.33            Release Length, ft: 86.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  22
No. of strands, Draped:   4           No. of strands, Straight:  18
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.76 %               Final losses: 11.97 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.148     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.053       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6000.34     5613.98     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   0.134     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   1.302     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   1.791    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.000     Bearing
    Pre.Bot:  -0.465  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.022     Midspan
    Pre.Bot:                                                             2.400   0.758    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.735  1.80      3.124  2.20      3.818
Self Wt.       :      -0.715  1.85     -1.323  2.40     -1.717
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          :       1.020            1.801            2.101
 
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

