 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTD65 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 65 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 2 feet and 3.75 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 4.5 ksi and 5 ksi, respectively.
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_1988.tmp\BTD65-0_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 =   3607428.75
 
SPAN DATA
---------
Precast length    , ft =     66.333
Bearing-to-bearing, ft =     65.000
Release span      , ft =     66.333
 
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      =      5.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4592.230        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      4.500 
Eci ,ksi      =   4435.310
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.40L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: 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   65.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   65.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   65.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   65.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   65.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   65.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   65.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   65.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   65.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   65.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   65.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   32.500
   1    2        0.500   32.500
   1    3        0.500   32.500
   1    4        0.500   32.500
   1    5        0.250   32.500
 
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   65.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   65.00   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    0.078     0.045 OK     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              4.50 ksi 
  Elasticity          4435.3 ksi 
  Max comp              2.93 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.51 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      5.00 ksi    4.00 ksi 
  Elasticity 4592.23 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.00 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.25 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.42 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    4.50        5.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 26.53 ft from member end )
 
END PATTERN (Ycg = 9.50 in):
 
  8 @  2.000 in 6 @  6.000 in 2 @ 50.000 in  
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in    
 
(B) Straight:
 
  8 @  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  8.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.6670 11.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 11.6670 16.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 16.6670 49.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 49.6663 54.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 54.6663 57.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 57.6663 60.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 60.6663 63.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 63.6663 64.0833 Yes       
       2 US#6[M19]  60.0  0.88    4.50 64.0833 65.9583 Yes       
       2 US#6[M19]  60.0  0.88    3.00 65.9583 66.2083 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 66.3330       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:
 16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 26.53 ft from member end )
 
END PATTERN (Ycg = 9.50 in):
 
  8 @  2.000 in 6 @  6.000 in 2 @ 50.000 in  
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in    
 
(B) Straight:
 
  8 @  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  8.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.6670 11.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 11.6670 16.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 16.6670 49.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 49.6663 54.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 54.6663 57.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 57.6663 60.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 60.6663 63.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 63.6663 64.0833 Yes       
       2 US#6[M19]  60.0  0.88    4.50 64.0833 65.9583 Yes       
       2 US#6[M19]  60.0  0.88    3.00 65.9583 66.2083 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 66.3330       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:
 16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 26.53 ft from member end )
 
END PATTERN (Ycg = 9.50 in):
 
  8 @  2.000 in 6 @  6.000 in 2 @ 50.000 in  
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in    
 
(B) Straight:
 
  8 @  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  8.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.6670 11.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 11.6670 16.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 16.6670 49.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 49.6663 54.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 54.6663 57.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 57.6663 60.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 60.6663 63.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 63.6663 64.0833 Yes       
       2 US#6[M19]  60.0  0.88    4.50 64.0833 65.9583 Yes       
       2 US#6[M19]  60.0  0.88    3.00 65.9583 66.2083 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 66.3330       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:
 16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 26.53 ft from member end )
 
END PATTERN (Ycg = 9.50 in):
 
  8 @  2.000 in 6 @  6.000 in 2 @ 50.000 in  
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in    
 
(B) Straight:
 
  8 @  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  8.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.6670 11.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 11.6670 16.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 16.6670 49.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 49.6663 54.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 54.6663 57.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 57.6663 60.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 60.6663 63.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 63.6663 64.0833 Yes       
       2 US#6[M19]  60.0  0.88    4.50 64.0833 65.9583 Yes       
       2 US#6[M19]  60.0  0.88    3.00 65.9583 66.2083 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 66.3330       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:
 16 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 26.53 ft from member end )
 
END PATTERN (Ycg = 9.50 in):
 
  8 @  2.000 in 6 @  6.000 in 2 @ 50.000 in  
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in    
 
(B) Straight:
 
  8 @  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  8.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  8.6670 11.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 11.6670 16.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 16.6670 49.6663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 49.6663 54.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00 54.6663 57.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00 57.6663 60.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 60.6663 63.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 63.6663 64.0833 Yes       
       2 US#6[M19]  60.0  0.88    4.50 64.0833 65.9583 Yes       
       2 US#6[M19]  60.0  0.88    3.00 65.9583 66.2083 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 66.3330       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   65.00
     DC  Line       0.052      0.00       0.052   65.00
     DC  Line       0.076      0.00       0.076   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    32.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.333 ft
Release length = 66.333 ft
Design  length = 65.000 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)  : 0.809   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.901   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.992   (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           1466.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           704468 in4#
Ht. of c.g.           =        24.64 in             41.11 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 = 0.9290

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59     5.97    12.60    19.23    25.87    32.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    753.0    767.6    767.6    767.6    767.6    767.6    767.6    767.6
  Yb      ,  in    24.55    24.25    24.25    24.23    24.19    24.16    24.12    24.12
  MI(Ixx) , in4   286833   290458   290492   290948   291907   292948   294072   294072
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1470.6   1484.7   1484.7   1484.7   1484.7   1484.7   1484.7   1484.7
  Yb      ,  in    41.02    40.71    40.71    40.70    40.68    40.67    40.65    40.65
  MI(Ixx) , in4   708508   723079   723147   724038   725852   727746   729720   729720

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  16 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 26.53 ft from member end )
END PATTERN (Ycg = 9.50 in):
     8 @  2.000 in     6 @  6.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in
(B) Straight:
     8 @  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     =    3.47 in2      Initial Pull          =      680.6 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        =  12.682 kips     Beam Shrtng (PL/AE)   =      0.159 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)       
-------------------------------------------------------------------------------------
      1062.532         740 786.274     12.775 51740.082   828.921     419.884        
 
 
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      8.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.6670     11.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      11.6670     16.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      16.6670     49.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      49.6663     54.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      54.6663     57.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      57.6663     60.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      60.6663     63.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00      63.6663     64.0833    Yes
      2      US#6[M19]       60.00        0.88       4.50      64.0833     65.9583    Yes
      2      US#6[M19]       60.00        0.88       3.00      65.9583     66.2083    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 66.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.4720 in2       Ycg =  3.50 in
         P_init    =      680.6 kips  Ecc = 21.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.22 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.436 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.69 ksi    0.00 ksi
    due to Composite Loads                                 -0.92 ksi    0.00 ksi
    due to Live Loads                                      -3.73 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.26 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.22 ksi  ( 4.71 %)            14.23 ksi ( 7.26 %)
Total Prestress Losses                                    23.45 ksi (11.96 %)
 
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 : 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    57.0    63.1   137.4   257.5   343.3   394.8   411.9
(Max)       V      25.3    23.5    23.3    20.7    15.5    10.3     5.2     0.0
DL-Prec.  : M       0.0    12.0    13.2    28.8    54.0    72.0    82.8    86.4
DC(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    58.8    65.1   141.7   265.7   354.2   407.3   425.0
Haunch (Max)V      26.2    24.3    24.1    21.4    16.0    10.7     5.3     0.0
Diaphragm : M       0.0     0.3     0.3     0.7     1.6     2.4     3.2     4.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.6    24.0    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     8.9     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9    13.2    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   184.5   204.2   440.9   811.9  1057.2  1201.4  1231.3
            V     102.0    96.8    96.3    88.7    75.0    61.3    43.9    30.1
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   102.0    96.8    96.3    88.7    75.6    63.0    50.8    39.0
            M       0.0   188.1   207.8   440.9   776.6   987.9  1071.5  1034.3
Total     : M+      0.0   346.2   383.2   830.5  1542.2  2031.3  2322.0  2401.4
            V     173.9   163.6   162.4   147.4   119.1    90.7    58.6    30.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   173.9   163.6   162.4   147.4   119.7    92.4    65.6    39.2
            M       0.0   349.8   386.9   830.5  1507.0  1961.9  2192.2  2204.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.41   62.67   65.00
Self wt.  : M     394.8   343.3   257.5   137.4    63.1    57.0     0.0
(Max)       V       5.2    10.3    15.5    20.7    23.3    23.5    25.3
DL-Prec.  : M      82.8    72.0    54.0    28.8    13.2    12.0     0.0
DC(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     407.3   354.2   265.7   141.7    65.1    58.8     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.1    24.3    26.2
Diaphragm : M       3.2     2.4     1.6     0.7     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     149.8   130.3    97.7    52.1    24.0    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     8.9     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8    13.2    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
LL + I    : M+   1201.4  1057.2   811.9   440.9   204.2   184.5     0.0
            V      43.9    61.3    75.0    88.7    96.3    96.8   102.0
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    50.8    63.0    75.6    88.7    96.3    96.8   102.0
            M    1071.5   987.9   776.6   440.9   207.8   188.1     0.0
Total     : M+   2322.0  2031.3  1542.2   830.5   383.2   346.2     0.0
            V      58.6    90.7   119.1   147.4   162.4   163.6   173.9
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    65.6    92.4   119.7   147.4   162.4   163.6   173.9
            M    2192.2  1961.9  1507.0   830.5   386.8   349.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               25.3             25.3
Deck+Haunch            26.2             26.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           48.1             48.1
DL-Comp.(DW)           26.5             26.5
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    57.0    63.1   137.4   257.5   343.3   394.8   411.9
(Max)       V      25.3    23.5    23.3    20.7    15.5    10.3     5.2     0.0
DL-Prec.  : M       0.0    12.0    13.2    28.8    54.0    72.0    82.8    86.4
DC(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    58.8    65.1   141.7   265.7   354.2   407.3   425.0
Haunch (Max)V      26.2    24.3    24.1    21.4    16.0    10.7     5.3     0.0
Diaphragm : M       0.0     0.3     0.3     0.7     1.6     2.4     3.2     4.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.6    24.0    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     8.9     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9    13.2    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   147.6   163.3   352.7   649.5   845.7   961.2   985.1
            V      81.6    77.5    77.0    71.0    60.0    49.0    35.1    24.1
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    81.6    77.5    77.0    71.0    60.5    50.4    40.6    31.2
            M       0.0   150.5   166.3   352.7   621.3   790.3   857.2   827.5
Total     : M+      0.0   309.3   342.3   742.3  1379.9  1819.8  2081.8  2155.1
            V     153.5   144.2   143.2   129.7   104.1    78.5    49.9    24.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   153.5   144.2   143.2   129.7   104.5    79.8    55.4    31.4
            M       0.0   312.2   345.3   742.3  1351.7  1764.4  1977.8  1997.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.41   62.67   65.00
Self wt.  : M     394.8   343.3   257.5   137.4    63.1    57.0     0.0
(Max)       V       5.2    10.3    15.5    20.7    23.3    23.5    25.3
DL-Prec.  : M      82.8    72.0    54.0    28.8    13.2    12.0     0.0
DC(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     407.3   354.2   265.7   141.7    65.1    58.8     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.1    24.3    26.2
Diaphragm : M       3.2     2.4     1.6     0.7     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     149.8   130.3    97.7    52.1    24.0    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     8.9     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8    13.2    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
LL + I    : M+    961.2   845.7   649.5   352.7   163.3   147.6     0.0
            V      35.1    49.0    60.0    71.0    77.0    77.5    81.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.6    50.4    60.5    71.0    77.0    77.5    81.6
            M     857.2   790.3   621.3   352.7   166.3   150.5     0.0
Total     : M+   2081.8  1819.8  1379.9   742.3   342.3   309.3     0.0
            V      49.9    78.5   104.1   129.7   143.2   144.2   153.5
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    55.4    79.8   104.5   129.7   143.2   144.2   153.5
            M    1977.8  1764.4  1351.7   742.3   345.3   312.2     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    71.3    78.9   171.7   321.9   429.1   493.5   514.9
(Max)       V      31.7    29.4    29.2    25.9    19.4    12.9     6.5     0.0
Self wt.  : M       0.0    51.3    56.8   123.6   231.7   309.0   355.3   370.7
(Min)       V      22.8    21.2    21.0    18.6    14.0     9.3     4.7     0.0
DL-Prec.  : M       0.0    14.9    16.5    36.0    67.5    90.0   103.5   108.0
DC(Max)     V       6.6     6.2     6.1     5.4     4.1     2.7     1.4     0.0
DL-Prec.  : M       0.0    10.8    11.9    25.9    48.6    64.8    74.5    77.7
DC(Min)     V       4.8     4.4     4.4     3.9     2.9     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    73.6    81.4   177.2   332.1   442.8   509.2   531.3
Haunch (Max)V      32.7    30.3    30.1    26.7    20.0    13.3     6.7     0.0
Deck +    : M       0.0    53.0    58.6   127.6   239.1   318.8   366.6   382.5
Haunch (Min)V      23.5    21.9    21.7    19.2    14.4     9.6     4.8     0.0
Diaphragm : M       0.0     0.4     0.4     0.9     2.0     3.0     4.0     5.1
(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     0.7     1.4     2.2     2.9     3.7
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    27.1    29.9    65.2   122.1   162.8   187.3   195.4
DC(Max)     V      12.0    11.2    11.1     9.8     7.4     4.9     2.5     0.0
DL-Comp   : M       0.0    19.5    21.6    46.9    87.9   117.2   134.8   140.7
DC(Min)     V       8.7     8.0     8.0     7.1     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    17.9    19.8    43.1    80.9   107.8   124.0   129.4
DW(Max)     V       8.0     7.4     7.3     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0     7.8     8.6    18.7    35.0    46.7    53.7    56.1
DW(Min)     V       3.5     3.2     3.2     2.8     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   322.9   357.3   771.6  1420.7  1850.1  2102.5  2154.9
            V     178.6   169.5   168.4   155.3   131.3   107.3    76.7    52.7
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   178.6   169.5   168.4   155.3   132.3   110.2    88.9    68.3
            M       0.0   329.2   363.7   771.6  1359.1  1728.8  1875.2  1810.1
Total     : M+      0.0   528.0   584.3  1265.8  2347.2  3085.6  3523.9  3638.9
            V     269.7   254.1   252.4   229.8   187.2   144.6    95.5    52.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   269.7   254.1   252.4   229.8   188.2   147.6   107.6    68.5
            M       0.0   534.3   590.8  1265.8  2285.5  2964.3  3296.6  3294.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.41   62.67   65.00
Self wt.  : M     493.5   429.1   321.9   171.7    78.9    71.3     0.0
(Max)       V       6.5    12.9    19.4    25.9    29.2    29.4    31.7
Self wt.  : M     355.3   309.0   231.7   123.6    56.8    51.3     0.0
(Min)       V       4.7     9.3    14.0    18.6    21.0    21.2    22.8
DL-Prec.  : M     103.5    90.0    67.5    36.0    16.5    14.9     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.1     6.2     6.6
DL-Prec.  : M      74.5    64.8    48.6    25.9    11.9    10.8     0.0
DC(Min)     V       1.0     2.0     2.9     3.9     4.4     4.4     4.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     509.2   442.8   332.1   177.2    81.4    73.6     0.0
Haunch (Max)V       6.7    13.3    20.0    26.7    30.1    30.3    32.7
Deck +    : M     366.6   318.8   239.1   127.6    58.6    53.0     0.0
Haunch (Min)V       4.8     9.6    14.4    19.2    21.7    21.9    23.5
Diaphragm : M       4.0     3.0     2.0     0.9     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.9     2.2     1.4     0.7     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     187.3   162.8   122.1    65.2    29.9    27.1     0.0
DC(Max)     V       2.5     4.9     7.4     9.8    11.1    11.2    12.0
DL-Comp   : M     134.8   117.2    87.9    46.9    21.6    19.5     0.0
DC(Min)     V       1.8     3.5     5.3     7.1     8.0     8.0     8.7
DL-Comp   : M     124.0   107.8    80.9    43.1    19.8    17.9     0.0
DW(Max)     V       1.6     3.3     4.9     6.5     7.3     7.4     8.0
DL-Comp   : M      53.7    46.7    35.0    18.7     8.6     7.8     0.0
DW(Min)     V       0.7     1.4     2.1     2.8     3.2     3.2     3.5
LL + I    : M+   2102.5  1850.1  1420.7   771.6   357.3   322.9     0.0
            V      76.7   107.3   131.3   155.3   168.4   169.5   178.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    88.9   110.2   132.3   155.3   168.4   169.5   178.6
            M    1875.2  1728.8  1359.1   771.6   363.7   329.2     0.0
Total     : M+   3523.9  3085.6  2347.2  1265.8   584.3   528.0     0.0
            V      95.5   144.6   187.2   229.8   252.4   254.1   269.7
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   107.6   147.6   188.2   229.8   252.4   254.1   269.7
            M    3296.6  2964.3  2285.5  1265.8   590.8   534.3     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.7             31.7
Deck+Haunch            32.7             32.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            6.6              6.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           60.1             60.1
DL-Comp.(DW)           39.8             39.8
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    57.0    63.1   137.4   257.5   343.3   394.8   411.9
(Max)       V      25.3    23.5    23.3    20.7    15.5    10.3     5.2     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    12.0    13.2    28.8    54.0    72.0    82.8    86.4
DC(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    58.8    65.1   141.7   265.7   354.2   407.3   425.0
Haunch (Max)V      26.2    24.3    24.1    21.4    16.0    10.7     5.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     0.7     1.6     2.4     3.2     4.1
(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    21.6    24.0    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     8.9     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.9    13.2    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     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   182.4   201.6   428.6   759.1   979.9  1077.2  1020.8
            V     103.5    97.9    97.2    89.1    74.7    58.6    44.2    34.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   103.5    97.9    97.2    89.1    74.7    60.4    47.2    36.5
            M       0.0   182.4   201.6   428.6   759.1   935.7   984.2   956.4
Total     : M+      0.0   344.1   380.6   818.2  1489.4  1953.9  2197.8  2190.8
            V     175.4   164.6   163.4   147.8   118.8    88.0    59.0    34.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   175.4   164.6   163.4   147.8   118.8    89.8    62.0    36.6
            M       0.0   344.1   380.6   818.2  1489.4  1909.8  2104.8  2126.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.41   62.67   65.00
Self wt.  : M     394.8   343.3   257.5   137.4    63.1    57.0     0.0
(Max)       V       5.2    10.3    15.5    20.7    23.3    23.5    25.3
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      82.8    72.0    54.0    28.8    13.2    12.0     0.0
DC(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     407.3   354.2   265.7   141.7    65.1    58.8     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.1    24.3    26.2
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       3.2     2.4     1.6     0.7     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     149.8   130.3    97.7    52.1    24.0    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     8.9     8.9     9.6
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      82.7    71.9    53.9    28.8    13.2    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1077.2   979.9   759.0   428.6   201.6   182.4     0.0
            V      44.2    58.6    74.7    89.1    97.2    97.9   103.5
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    47.2    60.4    74.7    89.1    97.2    97.9   103.5
            M     984.2   935.7   759.0   428.6   201.6   182.4     0.0
Total     : M+   2197.8  1953.9  1489.4   818.2   380.6   344.1     0.0
            V      59.0    88.0   118.8   147.8   163.4   164.6   175.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    62.0    89.8   118.8   147.8   163.4   164.6   175.4
            M    2104.8  1909.8  1489.4   818.2   380.6   344.1     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17
 
Beam-Self
Precast-top    0.091   0.190   0.336   0.441   0.502   0.523 
Bottom        -0.074  -0.154  -0.273  -0.357  -0.405  -0.422 
 
Prestress
Precast-top   -0.189  -0.244  -0.343  -0.442  -0.539  -0.539 
Bottom         1.763   1.807   1.885   1.962   2.038   2.038 
 
Total
Precast-top   -0.098  -0.054  -0.007  -0.001  -0.037  -0.016 
Bottom         1.689   1.652   1.612   1.605   1.632   1.615 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.00 %)
             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    5.97   12.60   19.23   25.87   32.50
 
Prestress
Precast-top   -0.031  -0.168  -0.172  -0.217  -0.305  -0.393  -0.480  -0.480
Bottom         0.354   1.569   1.572   1.608   1.677   1.746   1.814   1.814
 
Self wt.
Precast-top   -0.000   0.070   0.078   0.169   0.315   0.420   0.481   0.502
Bottom        -0.000  -0.057  -0.063  -0.137  -0.256  -0.340  -0.389  -0.405
 
DL-Prec (DC)
Precast-top   -0.000   0.015   0.016   0.035   0.066   0.088   0.101   0.105
Bottom        -0.000  -0.012  -0.013  -0.029  -0.054  -0.071  -0.081  -0.085
 
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   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.002  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.072   0.080   0.174   0.326   0.433   0.497   0.518
Bottom        -0.000  -0.059  -0.065  -0.142  -0.264  -0.351  -0.401  -0.418
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.008   0.017   0.032   0.043   0.049   0.052
Precast-top   -0.000   0.005   0.005   0.011   0.022   0.029   0.033   0.034
Bottom        -0.000  -0.015  -0.016  -0.035  -0.066  -0.087  -0.100  -0.104
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.004   0.010   0.018   0.024   0.027   0.028
Precast-top   -0.000   0.003   0.003   0.006   0.012   0.016   0.018   0.019
Bottom        -0.000  -0.008  -0.009  -0.019  -0.036  -0.048  -0.055  -0.058
 
LL+I(+)
Topping-top   -0.000   0.061   0.068   0.146   0.269   0.350   0.396   0.406
Precast-top   -0.000   0.041   0.045   0.097   0.179   0.232   0.264   0.270
Bottom        -0.000  -0.125  -0.138  -0.297  -0.546  -0.709  -0.803  -0.823
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.072   0.080   0.173   0.319   0.416   0.473   0.486 
Precast-top   -0.031   0.037   0.056   0.277   0.616   0.827   0.918   0.974 
Bottom         0.354   1.294   1.267   0.947   0.454   0.138  -0.019  -0.085 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.011   0.012   0.027   0.050   0.067   0.077   0.080 
Precast-top   -0.031  -0.003   0.011   0.180   0.437   0.595   0.654   0.704 
Bottom         0.354   1.418   1.405   1.245   1.000   0.846   0.784   0.738 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17
 
Beam-Self
Precast-top    0.091   0.190   0.336   0.441   0.502   0.523 
Bottom        -0.074  -0.154  -0.273  -0.357  -0.405  -0.422 
 
Prestress
Precast-top   -0.189  -0.244  -0.343  -0.442  -0.539  -0.539 
Bottom         1.763   1.807   1.885   1.962   2.038   2.038 
 
Total
Precast-top   -0.098  -0.054  -0.007  -0.001  -0.037  -0.016 
Bottom         1.689   1.652   1.612   1.605   1.632   1.615 
 
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 = 11.00 %)
             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    5.97   12.60   19.23   25.87   32.50
 
Prestress
Precast-top   -0.031  -0.168  -0.172  -0.217  -0.305  -0.393  -0.480  -0.480
Bottom         0.354   1.569   1.572   1.608   1.677   1.746   1.814   1.814
 
Self wt.
Precast-top   -0.000   0.070   0.078   0.169   0.315   0.420   0.481   0.502
Bottom        -0.000  -0.057  -0.063  -0.137  -0.256  -0.340  -0.389  -0.405
 
DL-Prec (DC)
Precast-top   -0.000   0.015   0.016   0.035   0.066   0.088   0.101   0.105
Bottom        -0.000  -0.012  -0.013  -0.029  -0.054  -0.071  -0.081  -0.085
 
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   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.002  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.072   0.080   0.174   0.326   0.433   0.497   0.518
Bottom        -0.000  -0.059  -0.065  -0.142  -0.264  -0.351  -0.401  -0.418
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.008   0.017   0.032   0.043   0.049   0.052
Precast-top   -0.000   0.005   0.005   0.011   0.022   0.029   0.033   0.034
Bottom        -0.000  -0.015  -0.016  -0.035  -0.066  -0.087  -0.100  -0.104
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.004   0.010   0.018   0.024   0.027   0.028
Precast-top   -0.000   0.003   0.003   0.006   0.012   0.016   0.018   0.019
Bottom        -0.000  -0.008  -0.009  -0.019  -0.036  -0.048  -0.055  -0.058
 
LL+I(+)
Topping-top   -0.000   0.049   0.054   0.117   0.215   0.280   0.317   0.325
Precast-top   -0.000   0.033   0.036   0.078   0.143   0.186   0.211   0.216
Bottom        -0.000  -0.100  -0.110  -0.238  -0.437  -0.567  -0.642  -0.658
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.060   0.067   0.144   0.265   0.346   0.394   0.405 
Precast-top   -0.031   0.029   0.047   0.258   0.580   0.781   0.865   0.920 
Bottom         0.354   1.319   1.295   1.007   0.563   0.279   0.141   0.080 
 

 
 
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    5.97   12.60   19.23   25.87   32.50
F_LL+I(+)
Topping-top   -0.000   0.061   0.067   0.142   0.251   0.324   0.355   0.337
Precast-top   -0.000   0.040   0.044   0.094   0.167   0.215   0.237   0.224
Bottom        -0.000  -0.123  -0.136  -0.289  -0.511  -0.657  -0.720  -0.682
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.066   0.073   0.156   0.277   0.357   0.394   0.377 
Precast-top   -0.016   0.039   0.050   0.184   0.386   0.513   0.563   0.576 
Bottom         0.177   0.586   0.566   0.333  -0.011  -0.234  -0.328  -0.313 
 

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
    269.7    6.5   58.5    0.443   2.5   6.00e-3 50.0    273.8     1.119    2.347      0.07
      0.0    0.4   58.3     42.0 0.157      23.4 0.87    12.00     0.092    1.590 
Transfer:   3.00
    254.1    6.5   58.5    1.994  11.3   1.91e-3 35.7    218.9     0.546    1.760      0.00
    534.3    1.8   57.6    189.0 0.145      52.2 1.97    12.00     0.092    1.698 
Critical:   5.46
    237.6    6.5   58.5    2.281  11.3   0.33e-3 30.2    151.0     0.305    1.760      0.00
   1032.4    2.1   57.5    189.0 0.135     101.7 3.85    12.00     0.092    1.812 
0.1L    :   6.63
    229.8    6.5   58.5    2.417  11.3   0.38e-3 30.3    145.4     0.296    0.827      0.00
   1265.8    2.2   57.4    189.0 0.131      98.6 3.74    12.00     0.092    1.872 
0.2L    :  13.27
    188.2    6.5   55.7    3.472  11.3   0.25e-3 29.9     97.2     0.206    0.496      0.00
   2285.5    2.8   54.4    189.0 0.112     100.6 4.03    24.00     0.092    1.657 
0.3L    :  19.90
    147.6    6.5   57.2    3.472  11.3   1.18e-3 33.1     87.3     0.204    0.413      0.00
   2964.3    2.8   55.9    189.0 0.084      65.3 2.55    24.00     0.092    1.546 
0.4L    :  26.53
    107.6    6.5   58.7    3.472   0.0   1.43e-3 34.0     58.5     0.138    0.413      0.00
   3296.6    2.8   57.4    189.0 0.064      61.1 2.32    24.00     0.092    1.981 
0.5L    :  33.17
     68.5    6.5   58.7    3.472   0.0   1.03e-3 32.6      4.6     0.092    0.413      0.00
   3294.1    2.8   57.4    189.0 0.041      71.5 2.71    24.00     0.092    3.378 
0.6L    :  39.80
    107.6    6.5   58.7    3.472   0.0   1.43e-3 34.0     58.5     0.138    0.413      0.00
   3296.6    2.8   57.4    189.0 0.064      61.1 2.32    24.00     0.092    1.981 
0.7L    :  46.43
    147.6    6.5   57.2    3.472  11.3   1.18e-3 33.1     87.3     0.204    0.413      0.00
   2964.3    2.8   55.9    189.0 0.084      65.3 2.55    24.00     0.092    1.546 
0.8L    :  53.07
    188.2    6.5   55.7    3.472  11.3   0.25e-3 29.9     97.2     0.206    0.496      0.00
   2285.5    2.8   54.4    189.0 0.112     100.6 4.03    24.00     0.092    1.657 
0.9L    :  59.70
    229.8    6.5   58.5    2.417  11.3   0.38e-3 30.3    145.4     0.296    0.827      0.00
   1265.8    2.2   57.4    189.0 0.131      98.6 3.74    12.00     0.092    1.872 
Critical:  60.88
    237.6    6.5   58.5    2.281  11.3   0.33e-3 30.2    151.0     0.305    1.760      0.00
   1032.4    2.1   57.5    189.0 0.135     101.7 3.85    12.00     0.092    1.812 
Transfer:  63.33
    254.1    6.5   58.5    1.994  11.3   1.91e-3 35.7    218.9     0.546    1.760      0.00
    534.3    1.8   57.6    189.0 0.145      52.2 1.97    12.00     0.092    1.698 
Bearing :  65.67
    269.7    6.5   58.5    0.443   2.5   6.00e-3 50.0    273.8     1.119    2.347      0.07
      0.0    0.4   58.3     42.0 0.157      23.4 0.87    12.00     0.092    1.590 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  680.58
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.36
 
 
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
    269.7      5.14     58.54    0.41       58.33    24.00      0.300      0.963      0.000      2.347 
Transfer:      2.33
    254.1      4.90     58.54    1.84       57.62    24.00      0.300      0.883      0.000      1.760 
Critical:      4.79
    237.6      4.59     58.54    2.10       57.49    24.00      0.300      0.781      0.000      1.760 
0.1L    :      5.97
    229.8      4.45     58.54    2.22       57.43    24.00      0.300      0.732      0.000      0.827 
0.2L    :     12.60
    188.2      3.85     55.75    2.78       54.36    24.00      0.300      0.532      0.000      0.496 
0.3L    :     19.23
    147.6      2.94     57.25    2.78       55.86    24.00      0.300      0.228      0.000      0.413 
0.4L    :     25.87
    107.6      2.09     58.75    2.78       57.36    24.00      0.300      0.000      0.000      0.413 
0.5L    :     32.50
     68.5      1.33     58.75    2.78       57.36    24.00      0.300      0.000      0.000      0.413 
0.6L    :     39.13
    107.6      2.09     58.75    2.78       57.36    24.00      0.300      0.000      0.000      0.413 
0.7L    :     45.77
    147.6      2.94     57.25    2.78       55.86    24.00      0.300      0.228      0.000      0.413 
0.8L    :     52.40
    188.2      3.85     55.75    2.78       54.36    24.00      0.300      0.532      0.000      0.496 
0.9L    :     59.03
    229.8      4.45     58.54    2.22       57.43    24.00      0.300      0.732      0.000      0.827 
Critical:     60.21
    237.6      4.59     58.54    2.10       57.49    24.00      0.300      0.781      0.000      1.760 
Transfer:     62.67
    254.1      4.90     58.54    1.84       57.62    24.00      0.300      0.883      0.000      1.760 
Bearing :     65.00
    269.7      5.14     58.54    0.41       58.33    24.00      0.300      0.963      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 = 5.97 ft
Prestress      :       0.278  1.80      0.501  2.20      0.612
Self Wt.       :      -0.083  1.85     -0.153  2.40     -0.198
Deck + Haunch  :                       -0.070  2.30     -0.161
DL-Prec. (DC)  :                       -0.014  3.00     -0.043
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.010  3.00     -0.031
DL-Comp. (DW)  :                       -0.006  3.00     -0.017
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 12.60 ft
Prestress      :       0.502  1.80      0.904  2.20      1.104
Self Wt.       :      -0.156  1.85     -0.288  2.40     -0.374
Deck + Haunch  :                       -0.139  2.30     -0.321
DL-Prec. (DC)  :                       -0.028  3.00     -0.085
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.021  3.00     -0.062
DL-Comp. (DW)  :                       -0.011  3.00     -0.034
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 19.23 ft
Prestress      :       0.665  1.80      1.196  2.20      1.462
Self Wt.       :      -0.213  1.85     -0.393  2.40     -0.510
Deck + Haunch  :                       -0.194  2.30     -0.445
DL-Prec. (DC)  :                       -0.039  3.00     -0.118
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.029  3.00     -0.086
DL-Comp. (DW)  :                       -0.016  3.00     -0.047
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 25.87 ft
Prestress      :       0.762  1.80      1.372  2.20      1.677
Self Wt.       :      -0.248  1.85     -0.459  2.40     -0.595
Deck + Haunch  :                       -0.227  2.30     -0.523
DL-Prec. (DC)  :                       -0.046  3.00     -0.139
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.034  3.00     -0.101
DL-Comp. (DW)  :                       -0.019  3.00     -0.056
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 32.50 ft
Prestress      :       0.796  1.80      1.433  2.20      1.752
Self Wt.       :      -0.261  1.85     -0.482  2.40     -0.625
Deck + Haunch  :                       -0.239  2.30     -0.551
DL-Prec. (DC)  :                       -0.049  3.00     -0.146
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.035  3.00     -0.106
DL-Comp. (DW)  :                       -0.020  3.00     -0.059
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 39.13 ft
Prestress      :       0.762  1.80      1.372  2.20      1.677
Self Wt.       :      -0.248  1.85     -0.459  2.40     -0.595
Deck + Haunch  :                       -0.227  2.30     -0.523
DL-Prec. (DC)  :                       -0.046  3.00     -0.139
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.034  3.00     -0.101
DL-Comp. (DW)  :                       -0.019  3.00     -0.056
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 45.77 ft
Prestress      :       0.665  1.80      1.196  2.20      1.462
Self Wt.       :      -0.213  1.85     -0.393  2.40     -0.510
Deck + Haunch  :                       -0.194  2.30     -0.445
DL-Prec. (DC)  :                       -0.039  3.00     -0.118
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.029  3.00     -0.086
DL-Comp. (DW)  :                       -0.016  3.00     -0.047
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 52.40 ft
Prestress      :       0.502  1.80      0.904  2.20      1.104
Self Wt.       :      -0.156  1.85     -0.288  2.40     -0.374
Deck + Haunch  :                       -0.139  2.30     -0.321
DL-Prec. (DC)  :                       -0.028  3.00     -0.085
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.021  3.00     -0.062
DL-Comp. (DW)  :                       -0.011  3.00     -0.034
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 59.03 ft
Prestress      :       0.278  1.80      0.501  2.20      0.612
Self Wt.       :      -0.083  1.85     -0.153  2.40     -0.198
Deck + Haunch  :                       -0.070  2.30     -0.161
DL-Prec. (DC)  :                       -0.014  3.00     -0.043
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.010  3.00     -0.031
DL-Comp. (DW)  :                       -0.006  3.00     -0.017
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
   528.0    53.4  2.279  266.9    2.2   1.84   2662.0  0.081T 1.00       -       -     -     -  
H/2     :   2.59
   584.3    53.5  2.314  266.9    2.2   1.86   2704.4  0.079T 1.00       -       -     -     -  
0.1L    :   5.97
  1265.8    54.2  2.763  266.4    2.6   2.22   3258.6  0.066T 1.00       -       -     -     -  
0.2L    :  12.60
  2347.2    55.7  3.472  265.6    3.3   2.78   4176.8  0.052T 1.00   3742.7  3121.8    1.12    -  
0.3L    :  19.23
  3085.6    57.2  3.472  265.7    3.3   2.78   4293.8  0.052T 1.00   3777.3  3777.3    1.14    -  
0.4L    :  25.87
  3523.9    58.7  3.472  265.8    3.3   2.78   4410.9  0.052T 1.00   3849.2  3849.2    1.15    -  
0.5L    :  32.50
  3638.9    58.7  3.472  265.8    3.3   2.78   4410.9  0.052T 1.00   3830.6  3830.6    1.15    -  
0.6L    :  39.13
  3523.9    58.7  3.472  265.8    3.3   2.78   4410.9  0.052T 1.00   3849.2  3849.2    1.15    -  
0.7L    :  45.77
  3085.6    57.2  3.472  265.7    3.3   2.78   4293.8  0.052T 1.00   3777.3  3777.3    1.14    -  
0.8L    :  52.40
  2347.2    55.7  3.472  265.6    3.3   2.78   4176.8  0.052T 1.00   3742.7  3121.8    1.12    -  
0.9L    :  59.03
  1265.8    54.2  2.763  266.4    2.6   2.22   3258.6  0.066T 1.00       -       -     -     -  
H/2     :  62.41
   584.3    53.5  2.314  266.9    2.2   1.86   2704.4  0.079T 1.00       -       -     -     -  
Transfer:  62.67
   528.0    53.4  2.279  266.9    2.2   1.84   2662.0  0.081T 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 1-8; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.008
        M   2.00 Fb     0.195
 
  2   2 E  50.00 Ft     0.296
        M   2.00 Fb     0.161
 
  3   2 E   6.00 Ft     0.248
        M   6.00 Fb     0.401
 
  4   2 E   6.00 Ft     0.200
        M   6.00 Fb     0.642
 
  5   2 E   6.00 Ft     0.151
        M   6.00 Fb     0.882
 
  6   2 E   2.00 Ft     0.068
        M   2.00 Fb     1.151
 
  7   2 E   2.00 Ft    -0.015
        M   2.00 Fb     1.420
 
  8   2 E   2.00 Ft    -0.098
        M   2.00 Fb     1.689
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 66.33            Release Length, ft: 66.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  16
No. of strands, Draped:   2           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.71 %               Final losses: 11.96 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.689     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.098       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4410.88     3638.93     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   0.486     Midspan    1.800   0.080     Midspan
    Pre.Top:   3.000   0.974     Midspan    2.250   0.704     Midspan
    Pre.Bot:   3.000   1.294    Transfer    2.250   1.418    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.031     Bearing
    Pre.Bot:  -0.425   0.080     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.576     Midspan
    Pre.Bot:                                                             2.000   0.586    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.796  1.80      1.433  2.20      1.752
Self Wt.       :      -0.261  1.85     -0.482  2.40     -0.625
Deck + Haunch  :                       -0.239  2.30     -0.551
DL-Prec. (DC)  :                       -0.049  3.00     -0.146
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.035  3.00     -0.106
DL-Comp. (DW)  :                       -0.020  3.00     -0.059
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   65.00
     DC  Line       0.087      0.00       0.087   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    32.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.333 ft
Release length = 66.333 ft
Design  length = 65.000 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)  : 0.827   (Calculated)    
Live Moment (1  lane  loaded)  : 0.591   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.134   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.907   (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           1563.8 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           732138 in4#
Ht. of c.g.           =        24.64 in             42.18 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 = 0.9290

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59     5.97    12.60    19.23    25.87    32.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    753.0    767.6    767.6    767.6    767.6    767.6    767.6    767.6
  Yb      ,  in    24.55    24.25    24.25    24.23    24.19    24.16    24.12    24.12
  MI(Ixx) , in4   286833   290458   290492   290948   291907   292948   294072   294072
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1567.8   1581.8   1581.8   1581.8   1581.8   1581.8   1581.8   1581.8
  Yb      ,  in    42.10    41.80    41.80    41.79    41.77    41.75    41.74    41.74
  MI(Ixx) , in4   736456   752022   752092   753013   754886   756839   758872   758872

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  16 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 26.53 ft from member end )
END PATTERN (Ycg = 9.50 in):
     8 @  2.000 in     6 @  6.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in
(B) Straight:
     8 @  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     =    3.47 in2      Initial Pull          =      680.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.001 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.002 ft
Holddown Force        =  12.682 kips     Beam Shrtng (PL/AE)   =      0.159 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)       
-------------------------------------------------------------------------------------
      1062.532         740 786.274     12.775 51740.082   828.921     419.884        
 
 
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      8.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.6670     11.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      11.6670     16.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      16.6670     49.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      49.6663     54.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      54.6663     57.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      57.6663     60.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      60.6663     63.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00      63.6663     64.0833    Yes
      2      US#6[M19]       60.00        0.88       4.50      64.0833     65.9583    Yes
      2      US#6[M19]       60.00        0.88       3.00      65.9583     66.2083    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 66.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.4720 in2       Ycg =  3.50 in
         P_init    =      680.6 kips  Ecc = 21.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.22 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.436 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.90 ksi    0.00 ksi
    due to Composite Loads                                 -0.91 ksi    0.00 ksi
    due to Live Loads                                      -3.78 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.26 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.22 ksi  ( 4.71 %)            13.98 ksi ( 7.13 %)
Total Prestress Losses                                    23.21 ksi (11.84 %)
 
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 : 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    57.0    63.1   137.4   257.5   343.3   394.8   411.9
(Max)       V      25.3    23.5    23.3    20.7    15.5    10.3     5.2     0.0
DL-Prec.  : M       0.0     8.9     9.9    21.5    40.3    53.7    61.8    64.5
DC(Max)     V       4.0     3.7     3.7     3.2     2.4     1.6     0.8     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    66.8    74.0   160.9   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.3    24.2    18.2    12.1     6.1     0.0
Diaphragm : M       0.0     0.6     0.6     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    21.6    24.0    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     8.9     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9    13.2    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   188.6   208.6   450.5   829.5  1080.2  1227.6  1258.2
            V     116.5   110.6   109.9   101.4    85.7    70.0    50.1    34.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.5   110.6   109.9   101.4    86.3    71.9    58.0    44.6
            M       0.0   192.2   212.4   450.5   793.5  1009.4  1094.9  1056.9
Total     : M+      0.0   355.5   393.4   852.7  1583.8  2086.4  2385.6  2467.9
            V     190.7   179.5   178.2   162.0   131.2   100.5    65.4    34.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   190.7   179.5   178.2   162.0   131.9   102.4    73.4    44.8
            M       0.0   359.1   397.2   852.7  1547.8  2015.6  2252.9  2266.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.41   62.67   65.00
Self wt.  : M     394.8   343.3   257.5   137.4    63.1    57.0     0.0
(Max)       V       5.2    10.3    15.5    20.7    23.3    23.5    25.3
DL-Prec.  : M      61.8    53.7    40.3    21.5     9.9     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
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     462.5   402.2   301.7   160.9    74.0    66.8     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.3    27.6    29.7
Diaphragm : M       6.5     4.8     3.2     1.5     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     149.8   130.3    97.7    52.1    24.0    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     8.9     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8    13.2    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
LL + I    : M+   1227.6  1080.2   829.5   450.5   208.6   188.6     0.0
            V      50.1    70.0    85.7   101.4   109.9   110.6   116.5
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    58.0    71.9    86.3   101.4   109.9   110.6   116.5
            M    1094.9  1009.4   793.5   450.5   212.4   192.2     0.0
Total     : M+   2385.6  2086.4  1583.8   852.7   393.4   355.5     0.0
            V      65.4   100.5   131.2   162.0   178.2   179.5   190.7
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    73.4   102.4   131.9   162.0   178.2   179.5   190.7
            M    2252.9  2015.6  1547.8   852.7   397.2   359.1     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               25.3             25.3
Deck+Haunch            29.7             29.7
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.0              4.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           48.1             48.1
DL-Comp.(DW)           26.5             26.5
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    57.0    63.1   137.4   257.5   343.3   394.8   411.9
(Max)       V      25.3    23.5    23.3    20.7    15.5    10.3     5.2     0.0
DL-Prec.  : M       0.0     8.9     9.9    21.5    40.3    53.7    61.8    64.5
DC(Max)     V       4.0     3.7     3.7     3.2     2.4     1.6     0.8     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    66.8    74.0   160.9   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.3    24.2    18.2    12.1     6.1     0.0
Diaphragm : M       0.0     0.6     0.6     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    21.6    24.0    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     8.9     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9    13.2    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   150.8   166.9   360.4   663.6   864.2   982.1  1006.5
            V      93.2    88.5    87.9    81.1    68.5    56.0    40.1    27.5
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    93.2    88.5    87.9    81.1    69.1    57.6    46.4    35.7
            M       0.0   153.8   169.9   360.4   634.8   807.5   875.9   845.5
Total     : M+      0.0   317.8   351.7   762.6  1417.9  1870.4  2140.1  2216.3
            V     167.4   157.4   156.2   141.7   114.1    86.5    55.4    27.8
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   167.4   157.4   156.2   141.7   114.6    88.0    61.8    35.9
            M       0.0   320.7   354.7   762.6  1389.1  1813.7  2033.9  2055.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.41   62.67   65.00
Self wt.  : M     394.8   343.3   257.5   137.4    63.1    57.0     0.0
(Max)       V       5.2    10.3    15.5    20.7    23.3    23.5    25.3
DL-Prec.  : M      61.8    53.7    40.3    21.5     9.9     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
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     462.5   402.2   301.7   160.9    74.0    66.8     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.3    27.6    29.7
Diaphragm : M       6.5     4.8     3.2     1.5     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     149.8   130.3    97.7    52.1    24.0    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     8.9     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8    13.2    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
LL + I    : M+    982.1   864.2   663.6   360.4   166.9   150.8     0.0
            V      40.1    56.0    68.5    81.1    87.9    88.5    93.2
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    46.4    57.6    69.1    81.1    87.9    88.5    93.2
            M     875.9   807.5   634.8   360.4   169.9   153.8     0.0
Total     : M+   2140.1  1870.4  1417.9   762.6   351.7   317.8     0.0
            V      55.4    86.5   114.1   141.7   156.2   157.4   167.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    61.8    88.0   114.6   141.7   156.2   157.4   167.4
            M    2033.9  1813.7  1389.1   762.6   354.7   320.7     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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    71.3    78.9   171.7   321.9   429.1   493.5   514.9
(Max)       V      31.7    29.4    29.2    25.9    19.4    12.9     6.5     0.0
Self wt.  : M       0.0    51.3    56.8   123.6   231.7   309.0   355.3   370.7
(Min)       V      22.8    21.2    21.0    18.6    14.0     9.3     4.7     0.0
DL-Prec.  : M       0.0    11.2    12.4    26.9    50.4    67.2    77.3    80.6
DC(Max)     V       5.0     4.6     4.6     4.1     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     8.0     8.9    19.4    36.3    48.4    55.6    58.0
DC(Min)     V       3.6     3.3     3.3     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    83.5    92.4   201.2   377.1   502.7   578.1   603.3
Haunch (Max)V      37.1    34.5    34.2    30.3    22.7    15.2     7.6     0.0
Deck +    : M       0.0    60.1    66.6   144.8   271.5   362.0   416.2   434.3
Haunch (Min)V      26.7    24.8    24.6    21.8    16.4    10.9     5.5     0.0
Diaphragm : M       0.0     0.7     0.8     1.9     3.9     6.0     8.1    10.2
(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     1.3     2.8     4.3     5.8     7.3
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    27.1    29.9    65.2   122.1   162.8   187.3   195.4
DC(Max)     V      12.0    11.2    11.1     9.8     7.4     4.9     2.5     0.0
DL-Comp   : M       0.0    19.5    21.6    46.9    87.9   117.2   134.8   140.7
DC(Min)     V       8.7     8.0     8.0     7.1     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    17.9    19.8    43.1    80.9   107.8   124.0   129.4
DW(Max)     V       8.0     7.4     7.3     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0     7.8     8.6    18.7    35.0    46.7    53.7    56.1
DW(Min)     V       3.5     3.2     3.2     2.8     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   330.0   365.1   788.4  1451.7  1890.4  2148.3  2201.8
            V     203.9   193.5   192.4   177.4   150.0   122.5    87.6    60.2
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   203.9   193.5   192.4   177.4   151.1   125.9   101.6    78.0
            M       0.0   336.4   371.7   788.4  1388.7  1766.4  1916.1  1849.5
Total     : M+      0.0   541.6   599.4  1298.4  2408.0  3166.1  3616.5  3735.5
            V     298.0   280.9   279.0   254.2   207.7   161.1   107.1    60.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   298.0   280.9   279.0   254.2   208.8   164.5   121.0    78.3
            M       0.0   548.0   606.0  1298.4  2345.0  3042.2  3384.2  3383.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.41   62.67   65.00
Self wt.  : M     493.5   429.1   321.9   171.7    78.9    71.3     0.0
(Max)       V       6.5    12.9    19.4    25.9    29.2    29.4    31.7
Self wt.  : M     355.3   309.0   231.7   123.6    56.8    51.3     0.0
(Min)       V       4.7     9.3    14.0    18.6    21.0    21.2    22.8
DL-Prec.  : M      77.3    67.2    50.4    26.9    12.4    11.2     0.0
DC(Max)     V       1.0     2.0     3.0     4.1     4.6     4.6     5.0
DL-Prec.  : M      55.6    48.4    36.3    19.4     8.9     8.0     0.0
DC(Min)     V       0.7     1.5     2.2     2.9     3.3     3.3     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     578.1   502.7   377.1   201.2    92.4    83.5     0.0
Haunch (Max)V       7.6    15.2    22.7    30.3    34.2    34.5    37.1
Deck +    : M     416.2   362.0   271.5   144.8    66.6    60.1     0.0
Haunch (Min)V       5.5    10.9    16.4    21.8    24.6    24.8    26.7
Diaphragm : M       8.1     6.0     3.9     1.9     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       5.8     4.3     2.8     1.3     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     187.3   162.8   122.1    65.2    29.9    27.1     0.0
DC(Max)     V       2.5     4.9     7.4     9.8    11.1    11.2    12.0
DL-Comp   : M     134.8   117.2    87.9    46.9    21.6    19.5     0.0
DC(Min)     V       1.8     3.5     5.3     7.1     8.0     8.0     8.7
DL-Comp   : M     124.0   107.8    80.9    43.1    19.8    17.9     0.0
DW(Max)     V       1.6     3.3     4.9     6.5     7.3     7.4     8.0
DL-Comp   : M      53.7    46.7    35.0    18.7     8.6     7.8     0.0
DW(Min)     V       0.7     1.4     2.1     2.8     3.2     3.2     3.5
LL + I    : M+   2148.3  1890.4  1451.7   788.4   365.1   330.0     0.0
            V      87.6   122.5   150.0   177.4   192.4   193.5   203.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   101.6   125.9   151.1   177.4   192.4   193.5   203.9
            M    1916.1  1766.4  1388.7   788.4   371.7   336.4     0.0
Total     : M+   3616.5  3166.1  2408.0  1298.4   599.4   541.6     0.0
            V     107.1   161.1   207.7   254.2   279.0   280.9   298.0
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   121.0   164.5   208.8   254.2   279.0   280.9   298.0
            M    3384.2  3042.2  2345.0  1298.4   606.0   548.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.7             31.7
Deck+Haunch            37.1             37.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.0              5.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           60.1             60.1
DL-Comp.(DW)           39.8             39.8
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    57.0    63.1   137.4   257.5   343.3   394.8   411.9
(Max)       V      25.3    23.5    23.3    20.7    15.5    10.3     5.2     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     8.9     9.9    21.5    40.3    53.7    61.8    64.5
DC(Max)     V       4.0     3.7     3.7     3.2     2.4     1.6     0.8     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    66.8    74.0   160.9   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.3    24.2    18.2    12.1     6.1     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     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
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    21.6    24.0    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     8.9     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.9    13.2    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     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   134.9   149.0   316.9   561.1   724.4   796.4   754.6
            V      94.6    89.4    88.8    81.4    68.3    53.6    40.4    31.1
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    94.6    89.4    88.8    81.4    68.3    55.1    43.1    33.4
            M       0.0   134.9   149.0   316.9   561.1   691.7   727.6   707.0
Total     : M+      0.0   301.8   333.8   719.1  1315.4  1730.6  1954.4  1964.4
            V     168.8   158.3   157.1   142.0   113.8    84.0    55.8    31.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   168.8   158.3   157.1   142.0   113.8    85.6    58.5    33.6
            M       0.0   301.8   333.8   719.1  1315.4  1697.9  1885.6  1916.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.41   62.67   65.00
Self wt.  : M     394.8   343.3   257.5   137.4    63.1    57.0     0.0
(Max)       V       5.2    10.3    15.5    20.7    23.3    23.5    25.3
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      61.8    53.7    40.3    21.5     9.9     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
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     462.5   402.2   301.7   160.9    74.0    66.8     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.3    27.6    29.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       6.5     4.8     3.2     1.5     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     149.8   130.3    97.7    52.1    24.0    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     8.9     8.9     9.6
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      82.7    71.9    53.9    28.8    13.2    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    796.4   724.4   561.1   316.9   149.0   134.9     0.0
            V      40.4    53.6    68.3    81.4    88.8    89.4    94.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    43.1    55.1    68.3    81.4    88.8    89.4    94.6
            M     727.6   691.7   561.1   316.9   149.0   134.9     0.0
Total     : M+   1954.4  1730.6  1315.4   719.1   333.8   301.8     0.0
            V      55.8    84.0   113.8   142.0   157.1   158.3   168.8
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    58.5    85.6   113.8   142.0   157.1   158.3   168.8
            M    1885.6  1697.9  1315.4   719.1   333.8   301.8     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17
 
Beam-Self
Precast-top    0.091   0.190   0.336   0.441   0.502   0.523 
Bottom        -0.074  -0.154  -0.273  -0.357  -0.405  -0.422 
 
Prestress
Precast-top   -0.189  -0.244  -0.343  -0.442  -0.539  -0.539 
Bottom         1.763   1.807   1.885   1.962   2.038   2.038 
 
Total
Precast-top   -0.098  -0.054  -0.007  -0.001  -0.037  -0.016 
Bottom         1.689   1.652   1.612   1.605   1.632   1.615 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.00 %)
             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    5.97   12.60   19.23   25.87   32.50
 
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   0.010   0.011   0.025   0.046   0.061   0.070   0.073 
Precast-top   -0.031   0.002   0.017   0.193   0.463   0.629   0.694   0.746 
Bottom         0.354   1.413   1.399   1.233   0.977   0.816   0.749   0.701 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17
 
Beam-Self
Precast-top    0.091   0.190   0.336   0.441   0.502   0.523 
Bottom        -0.074  -0.154  -0.273  -0.357  -0.405  -0.422 
 
Prestress
Precast-top   -0.189  -0.244  -0.343  -0.442  -0.539  -0.539 
Bottom         1.763   1.807   1.885   1.962   2.038   2.038 
 
Total
Precast-top   -0.098  -0.054  -0.007  -0.001  -0.037  -0.016 
Bottom         1.689   1.652   1.612   1.605   1.632   1.615 
 
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 = 11.00 %)
             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    5.97   12.60   19.23   25.87   32.50
 
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    5.97   12.60   19.23   25.87   32.50
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   0.046   0.051   0.108   0.193   0.249   0.275   0.264 
Precast-top   -0.016   0.027   0.038   0.158   0.340   0.455   0.501   0.519 
Bottom         0.177   0.617   0.600   0.405   0.116  -0.071  -0.151  -0.147 
 

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
    298.0    6.5   58.5    0.442   2.5   6.00e-3 50.0    305.2     1.247    2.347      0.29
      0.0    0.4   58.4     42.0 0.173      23.4 0.87    12.00     0.092    1.439 
Transfer:   3.00
    280.9    6.5   58.5    1.990  11.3   2.87e-3 39.1    260.5     0.732    1.760      0.00
    548.0    1.6   57.7    189.0 0.160      40.3 1.52    12.00     0.092    1.539 
Critical:   5.47
    262.7    6.5   58.5    2.278  11.3   1.11e-3 32.9    211.3     0.474    1.760      0.00
   1060.9    1.8   57.6    189.0 0.150      69.3 2.62    12.00     0.092    1.642 
0.1L    :   6.63
    254.2    6.5   58.5    2.413  11.3   0.84e-3 31.9    193.2     0.418    0.827      0.00
   1298.4    1.9   57.6    189.0 0.145      78.0 2.95    12.00     0.092    1.668 
0.2L    :  13.27
    208.8    6.5   55.7    3.472  11.3   0.58e-3 31.0    136.9     0.302    0.496      0.00
   2345.0    2.4   54.5    189.0 0.125      83.8 3.34    24.00     0.092    1.379 
0.3L    :  19.90
    164.5    6.5   57.2    3.472  11.3   1.50e-3 34.3    113.4     0.276    0.413      0.00
   3042.2    2.4   56.0    189.0 0.094      58.1 2.26    24.00     0.092    1.310 
0.4L    :  26.53
    121.0    6.5   58.7    3.472   0.0   1.73e-3 35.0     79.2     0.193    0.413      0.00
   3384.2    2.4   57.5    189.0 0.072      55.3 2.09    24.00     0.092    1.672 
0.5L    :  33.17
     78.3    6.5   58.7    3.472   0.0   1.29e-3 33.5     22.6     0.092    0.413      0.00
   3383.2    2.4   57.5    189.0 0.047      64.4 2.44    24.00     0.092    2.802 
0.6L    :  39.80
    121.0    6.5   58.7    3.472   0.0   1.73e-3 35.0     79.2     0.193    0.413      0.00
   3384.2    2.4   57.5    189.0 0.072      55.3 2.09    24.00     0.092    1.672 
0.7L    :  46.43
    164.5    6.5   57.2    3.472  11.3   1.50e-3 34.3    113.4     0.276    0.413      0.00
   3042.2    2.4   56.0    189.0 0.094      58.1 2.26    24.00     0.092    1.310 
0.8L    :  53.07
    208.8    6.5   55.7    3.472  11.3   0.58e-3 31.0    136.9     0.302    0.496      0.00
   2345.0    2.4   54.5    189.0 0.125      83.8 3.34    24.00     0.092    1.379 
0.9L    :  59.70
    254.2    6.5   58.5    2.413  11.3   0.84e-3 31.9    193.2     0.418    0.827      0.00
   1298.4    1.9   57.6    189.0 0.145      78.0 2.95    12.00     0.092    1.668 
Critical:  60.87
    262.7    6.5   58.5    2.278  11.3   1.11e-3 32.9    211.3     0.474    1.760      0.00
   1060.9    1.8   57.6    189.0 0.150      69.3 2.62    12.00     0.092    1.642 
Transfer:  63.33
    280.9    6.5   58.5    1.990  11.3   2.87e-3 39.1    260.5     0.732    1.760      0.00
    548.0    1.6   57.7    189.0 0.160      40.3 1.52    12.00     0.092    1.539 
Bearing :  65.67
    298.0    6.5   58.5    0.442   2.5   6.00e-3 50.0    305.2     1.247    2.347      0.29
      0.0    0.4   58.4     42.0 0.173      23.4 0.87    12.00     0.092    1.439 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  680.58
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.36
 
 
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
    298.0      5.67     58.54    0.36       58.36    24.00      0.300      1.141      0.000      2.347 
Transfer:      2.33
    280.9      5.41     58.54    1.61       57.73    24.00      0.300      1.052      0.000      1.760 
Critical:      4.80
    262.8      5.07     58.54    1.84       57.61    24.00      0.300      0.939      0.000      1.760 
0.1L    :      5.97
    254.2      4.91     58.54    1.95       57.56    24.00      0.300      0.886      0.000      0.827 
0.2L    :     12.60
    208.8      4.26     55.75    2.45       54.53    24.00      0.300      0.668      0.000      0.496 
0.3L    :     19.23
    164.5      3.26     57.25    2.45       56.03    24.00      0.300      0.337      0.000      0.413 
0.4L    :     25.87
    121.0      2.34     58.75    2.45       57.53    24.00      0.300      0.029      0.000      0.413 
0.5L    :     32.50
     78.3      1.51     58.75    2.45       57.53    24.00      0.300      0.000      0.000      0.413 
0.6L    :     39.13
    121.0      2.34     58.75    2.45       57.53    24.00      0.300      0.029      0.000      0.413 
0.7L    :     45.77
    164.5      3.26     57.25    2.45       56.03    24.00      0.300      0.337      0.000      0.413 
0.8L    :     52.40
    208.8      4.26     55.75    2.45       54.53    24.00      0.300      0.668      0.000      0.496 
0.9L    :     59.03
    254.2      4.91     58.54    1.95       57.56    24.00      0.300      0.886      0.000      0.827 
Critical:     60.20
    262.8      5.07     58.54    1.84       57.61    24.00      0.300      0.939      0.000      1.760 
Transfer:     62.67
    280.9      5.41     58.54    1.61       57.73    24.00      0.300      1.052      0.000      1.760 
Bearing :     65.00
    298.0      5.67     58.54    0.36       58.36    24.00      0.300      1.141      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 = 5.97 ft
Prestress      :       0.278  1.80      0.501  2.20      0.612
Self Wt.       :      -0.083  1.85     -0.153  2.40     -0.198
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          :       0.196            0.348            0.414
 
At 0.2 x L = 12.60 ft
Prestress      :       0.502  1.80      0.904  2.20      1.104
Self Wt.       :      -0.156  1.85     -0.288  2.40     -0.374
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          :       0.346            0.615            0.730
 
At 0.3 x L = 19.23 ft
Prestress      :       0.665  1.80      1.196  2.20      1.462
Self Wt.       :      -0.213  1.85     -0.393  2.40     -0.510
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.452            0.803            0.952
 
At 0.4 x L = 25.87 ft
Prestress      :       0.762  1.80      1.372  2.20      1.677
Self Wt.       :      -0.248  1.85     -0.459  2.40     -0.595
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          :       0.514            0.913            1.082
 
At 0.5 x L = 32.50 ft
Prestress      :       0.796  1.80      1.433  2.20      1.752
Self Wt.       :      -0.261  1.85     -0.482  2.40     -0.625
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          :       0.536            0.951            1.127
 
At 0.6 x L = 39.13 ft
Prestress      :       0.762  1.80      1.372  2.20      1.677
Self Wt.       :      -0.248  1.85     -0.459  2.40     -0.595
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          :       0.514            0.913            1.082
 
At 0.7 x L = 45.77 ft
Prestress      :       0.665  1.80      1.196  2.20      1.462
Self Wt.       :      -0.213  1.85     -0.393  2.40     -0.510
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.452            0.803            0.952
 
At 0.8 x L = 52.40 ft
Prestress      :       0.502  1.80      0.904  2.20      1.104
Self Wt.       :      -0.156  1.85     -0.288  2.40     -0.374
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          :       0.346            0.615            0.730
 
At 0.9 x L = 59.03 ft
Prestress      :       0.278  1.80      0.501  2.20      0.612
Self Wt.       :      -0.083  1.85     -0.153  2.40     -0.198
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          :       0.196            0.348            0.414
 

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
   541.6    53.4  2.275  267.3    1.9   1.61   2666.3  0.092T 1.00       -       -     -     -  
H/2     :   2.59
   599.4    53.5  2.309  267.3    1.9   1.64   2708.9  0.091T 1.00       -       -     -     -  
0.1L    :   5.97
  1298.4    54.2  2.758  266.8    2.3   1.95   3266.7  0.076T 1.00       -       -     -     -  
0.2L    :  12.60
  2408.0    55.7  3.472  266.1    2.9   2.45   4198.0  0.060T 1.00    993.1   993.1    4.23    -  
0.3L    :  19.23
  3166.1    57.2  3.472  266.2    2.9   2.45   4315.0  0.060T 1.00    899.2   899.2    4.80    -  
0.4L    :  25.87
  3616.5    58.7  3.472  266.3    2.9   2.45   4432.1  0.060T 1.00    846.2   846.2    5.24    -  
0.5L    :  32.50
  3735.5    58.7  3.472  266.3    2.9   2.45   4432.1  0.060T 1.00    825.8   825.8    5.37    -  
0.6L    :  39.13
  3616.5    58.7  3.472  266.3    2.9   2.45   4432.1  0.060T 1.00    846.2   846.2    5.24    -  
0.7L    :  45.77
  3166.1    57.2  3.472  266.2    2.9   2.45   4315.0  0.060T 1.00    899.2   899.2    4.80    -  
0.8L    :  52.40
  2408.0    55.7  3.472  266.1    2.9   2.45   4198.0  0.060T 1.00    993.1   993.1    4.23    -  
0.9L    :  59.03
  1298.4    54.2  2.758  266.8    2.3   1.95   3266.7  0.076T 1.00       -       -     -     -  
H/2     :  62.41
   599.4    53.5  2.309  267.3    1.9   1.64   2708.9  0.091T 1.00       -       -     -     -  
Transfer:  62.67
   541.6    53.4  2.275  267.3    1.9   1.61   2666.3  0.092T 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 1-8; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.008
        M   2.00 Fb     0.195
 
  2   2 E  50.00 Ft     0.296
        M   2.00 Fb     0.161
 
  3   2 E   6.00 Ft     0.248
        M   6.00 Fb     0.401
 
  4   2 E   6.00 Ft     0.200
        M   6.00 Fb     0.642
 
  5   2 E   6.00 Ft     0.151
        M   6.00 Fb     0.882
 
  6   2 E   2.00 Ft     0.068
        M   2.00 Fb     1.151
 
  7   2 E   2.00 Ft    -0.015
        M   2.00 Fb     1.420
 
  8   2 E   2.00 Ft    -0.098
        M   2.00 Fb     1.689
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 66.33            Release Length, ft: 66.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  16
No. of strands, Draped:   2           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.71 %               Final losses: 11.84 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.689     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.098       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4432.13     3735.54     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   0.073     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.746     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.413    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.519     Midspan
    Pre.Bot:                                                             2.000   0.617    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.796  1.80      1.433  2.20      1.752
Self Wt.       :      -0.261  1.85     -0.482  2.40     -0.625
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          :       0.536            0.951            1.127
 
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   65.00
     DC  Line       0.087      0.00       0.087   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    32.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.333 ft
Release length = 66.333 ft
Design  length = 65.000 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)  : 0.827   (Calculated)    
Live Moment (1  lane  loaded)  : 0.591   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.134   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.907   (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           1563.8 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           732138 in4#
Ht. of c.g.           =        24.64 in             42.18 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 = 0.9290

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59     5.97    12.60    19.23    25.87    32.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    753.0    767.6    767.6    767.6    767.6    767.6    767.6    767.6
  Yb      ,  in    24.55    24.25    24.25    24.23    24.19    24.16    24.12    24.12
  MI(Ixx) , in4   286833   290458   290492   290948   291907   292948   294072   294072
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1567.8   1581.8   1581.8   1581.8   1581.8   1581.8   1581.8   1581.8
  Yb      ,  in    42.10    41.80    41.80    41.79    41.77    41.75    41.74    41.74
  MI(Ixx) , in4   736456   752022   752092   753013   754886   756839   758872   758872

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  16 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 26.53 ft from member end )
END PATTERN (Ycg = 9.50 in):
     8 @  2.000 in     6 @  6.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in
(B) Straight:
     8 @  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     =    3.47 in2      Initial Pull          =      680.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.001 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.002 ft
Holddown Force        =  12.682 kips     Beam Shrtng (PL/AE)   =      0.159 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)       
-------------------------------------------------------------------------------------
      1062.532         740 786.274     12.775 51740.082   828.921     419.884        
 
 
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      8.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.6670     11.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      11.6670     16.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      16.6670     49.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      49.6663     54.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      54.6663     57.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      57.6663     60.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      60.6663     63.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00      63.6663     64.0833    Yes
      2      US#6[M19]       60.00        0.88       4.50      64.0833     65.9583    Yes
      2      US#6[M19]       60.00        0.88       3.00      65.9583     66.2083    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 66.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.4720 in2       Ycg =  3.50 in
         P_init    =      680.6 kips  Ecc = 21.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.22 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.436 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.90 ksi    0.00 ksi
    due to Composite Loads                                 -0.91 ksi    0.00 ksi
    due to Live Loads                                      -3.78 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.26 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.22 ksi  ( 4.71 %)            13.98 ksi ( 7.13 %)
Total Prestress Losses                                    23.21 ksi (11.84 %)
 
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 : 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    57.0    63.1   137.4   257.5   343.3   394.8   411.9
(Max)       V      25.3    23.5    23.3    20.7    15.5    10.3     5.2     0.0
DL-Prec.  : M       0.0     8.9     9.9    21.5    40.3    53.7    61.8    64.5
DC(Max)     V       4.0     3.7     3.7     3.2     2.4     1.6     0.8     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    66.8    74.0   160.9   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.3    24.2    18.2    12.1     6.1     0.0
Diaphragm : M       0.0     0.6     0.6     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    21.6    24.0    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     8.9     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9    13.2    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   188.6   208.6   450.5   829.5  1080.2  1227.6  1258.2
            V     116.5   110.6   109.9   101.4    85.7    70.0    50.1    34.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.5   110.6   109.9   101.4    86.3    71.9    58.0    44.6
            M       0.0   192.2   212.4   450.5   793.5  1009.4  1094.9  1056.9
Total     : M+      0.0   355.5   393.4   852.7  1583.8  2086.4  2385.6  2467.9
            V     190.7   179.5   178.2   162.0   131.2   100.5    65.4    34.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   190.7   179.5   178.2   162.0   131.9   102.4    73.4    44.8
            M       0.0   359.1   397.2   852.7  1547.8  2015.6  2252.9  2266.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.41   62.67   65.00
Self wt.  : M     394.8   343.3   257.5   137.4    63.1    57.0     0.0
(Max)       V       5.2    10.3    15.5    20.7    23.3    23.5    25.3
DL-Prec.  : M      61.8    53.7    40.3    21.5     9.9     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
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     462.5   402.2   301.7   160.9    74.0    66.8     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.3    27.6    29.7
Diaphragm : M       6.5     4.8     3.2     1.5     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     149.8   130.3    97.7    52.1    24.0    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     8.9     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8    13.2    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
LL + I    : M+   1227.6  1080.2   829.5   450.5   208.6   188.6     0.0
            V      50.1    70.0    85.7   101.4   109.9   110.6   116.5
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    58.0    71.9    86.3   101.4   109.9   110.6   116.5
            M    1094.9  1009.4   793.5   450.5   212.4   192.2     0.0
Total     : M+   2385.6  2086.4  1583.8   852.7   393.4   355.5     0.0
            V      65.4   100.5   131.2   162.0   178.2   179.5   190.7
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    73.4   102.4   131.9   162.0   178.2   179.5   190.7
            M    2252.9  2015.6  1547.8   852.7   397.2   359.1     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               25.3             25.3
Deck+Haunch            29.7             29.7
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.0              4.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           48.1             48.1
DL-Comp.(DW)           26.5             26.5
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    57.0    63.1   137.4   257.5   343.3   394.8   411.9
(Max)       V      25.3    23.5    23.3    20.7    15.5    10.3     5.2     0.0
DL-Prec.  : M       0.0     8.9     9.9    21.5    40.3    53.7    61.8    64.5
DC(Max)     V       4.0     3.7     3.7     3.2     2.4     1.6     0.8     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    66.8    74.0   160.9   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.3    24.2    18.2    12.1     6.1     0.0
Diaphragm : M       0.0     0.6     0.6     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    21.6    24.0    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     8.9     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9    13.2    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   150.8   166.9   360.4   663.6   864.2   982.1  1006.5
            V      93.2    88.5    87.9    81.1    68.5    56.0    40.1    27.5
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    93.2    88.5    87.9    81.1    69.1    57.6    46.4    35.7
            M       0.0   153.8   169.9   360.4   634.8   807.5   875.9   845.5
Total     : M+      0.0   317.8   351.7   762.6  1417.9  1870.4  2140.1  2216.3
            V     167.4   157.4   156.2   141.7   114.1    86.5    55.4    27.8
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   167.4   157.4   156.2   141.7   114.6    88.0    61.8    35.9
            M       0.0   320.7   354.7   762.6  1389.1  1813.7  2033.9  2055.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.41   62.67   65.00
Self wt.  : M     394.8   343.3   257.5   137.4    63.1    57.0     0.0
(Max)       V       5.2    10.3    15.5    20.7    23.3    23.5    25.3
DL-Prec.  : M      61.8    53.7    40.3    21.5     9.9     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
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     462.5   402.2   301.7   160.9    74.0    66.8     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.3    27.6    29.7
Diaphragm : M       6.5     4.8     3.2     1.5     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     149.8   130.3    97.7    52.1    24.0    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     8.9     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8    13.2    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
LL + I    : M+    982.1   864.2   663.6   360.4   166.9   150.8     0.0
            V      40.1    56.0    68.5    81.1    87.9    88.5    93.2
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    46.4    57.6    69.1    81.1    87.9    88.5    93.2
            M     875.9   807.5   634.8   360.4   169.9   153.8     0.0
Total     : M+   2140.1  1870.4  1417.9   762.6   351.7   317.8     0.0
            V      55.4    86.5   114.1   141.7   156.2   157.4   167.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    61.8    88.0   114.6   141.7   156.2   157.4   167.4
            M    2033.9  1813.7  1389.1   762.6   354.7   320.7     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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    71.3    78.9   171.7   321.9   429.1   493.5   514.9
(Max)       V      31.7    29.4    29.2    25.9    19.4    12.9     6.5     0.0
Self wt.  : M       0.0    51.3    56.8   123.6   231.7   309.0   355.3   370.7
(Min)       V      22.8    21.2    21.0    18.6    14.0     9.3     4.7     0.0
DL-Prec.  : M       0.0    11.2    12.4    26.9    50.4    67.2    77.3    80.6
DC(Max)     V       5.0     4.6     4.6     4.1     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     8.0     8.9    19.4    36.3    48.4    55.6    58.0
DC(Min)     V       3.6     3.3     3.3     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    83.5    92.4   201.2   377.1   502.7   578.1   603.3
Haunch (Max)V      37.1    34.5    34.2    30.3    22.7    15.2     7.6     0.0
Deck +    : M       0.0    60.1    66.6   144.8   271.5   362.0   416.2   434.3
Haunch (Min)V      26.7    24.8    24.6    21.8    16.4    10.9     5.5     0.0
Diaphragm : M       0.0     0.7     0.8     1.9     3.9     6.0     8.1    10.2
(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     1.3     2.8     4.3     5.8     7.3
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    27.1    29.9    65.2   122.1   162.8   187.3   195.4
DC(Max)     V      12.0    11.2    11.1     9.8     7.4     4.9     2.5     0.0
DL-Comp   : M       0.0    19.5    21.6    46.9    87.9   117.2   134.8   140.7
DC(Min)     V       8.7     8.0     8.0     7.1     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    17.9    19.8    43.1    80.9   107.8   124.0   129.4
DW(Max)     V       8.0     7.4     7.3     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0     7.8     8.6    18.7    35.0    46.7    53.7    56.1
DW(Min)     V       3.5     3.2     3.2     2.8     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   330.0   365.1   788.4  1451.7  1890.4  2148.3  2201.8
            V     203.9   193.5   192.4   177.4   150.0   122.5    87.6    60.2
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   203.9   193.5   192.4   177.4   151.1   125.9   101.6    78.0
            M       0.0   336.4   371.7   788.4  1388.7  1766.4  1916.1  1849.5
Total     : M+      0.0   541.6   599.4  1298.4  2408.0  3166.1  3616.5  3735.5
            V     298.0   280.9   279.0   254.2   207.7   161.1   107.1    60.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   298.0   280.9   279.0   254.2   208.8   164.5   121.0    78.3
            M       0.0   548.0   606.0  1298.4  2345.0  3042.2  3384.2  3383.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.41   62.67   65.00
Self wt.  : M     493.5   429.1   321.9   171.7    78.9    71.3     0.0
(Max)       V       6.5    12.9    19.4    25.9    29.2    29.4    31.7
Self wt.  : M     355.3   309.0   231.7   123.6    56.8    51.3     0.0
(Min)       V       4.7     9.3    14.0    18.6    21.0    21.2    22.8
DL-Prec.  : M      77.3    67.2    50.4    26.9    12.4    11.2     0.0
DC(Max)     V       1.0     2.0     3.0     4.1     4.6     4.6     5.0
DL-Prec.  : M      55.6    48.4    36.3    19.4     8.9     8.0     0.0
DC(Min)     V       0.7     1.5     2.2     2.9     3.3     3.3     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     578.1   502.7   377.1   201.2    92.4    83.5     0.0
Haunch (Max)V       7.6    15.2    22.7    30.3    34.2    34.5    37.1
Deck +    : M     416.2   362.0   271.5   144.8    66.6    60.1     0.0
Haunch (Min)V       5.5    10.9    16.4    21.8    24.6    24.8    26.7
Diaphragm : M       8.1     6.0     3.9     1.9     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       5.8     4.3     2.8     1.3     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     187.3   162.8   122.1    65.2    29.9    27.1     0.0
DC(Max)     V       2.5     4.9     7.4     9.8    11.1    11.2    12.0
DL-Comp   : M     134.8   117.2    87.9    46.9    21.6    19.5     0.0
DC(Min)     V       1.8     3.5     5.3     7.1     8.0     8.0     8.7
DL-Comp   : M     124.0   107.8    80.9    43.1    19.8    17.9     0.0
DW(Max)     V       1.6     3.3     4.9     6.5     7.3     7.4     8.0
DL-Comp   : M      53.7    46.7    35.0    18.7     8.6     7.8     0.0
DW(Min)     V       0.7     1.4     2.1     2.8     3.2     3.2     3.5
LL + I    : M+   2148.3  1890.4  1451.7   788.4   365.1   330.0     0.0
            V      87.6   122.5   150.0   177.4   192.4   193.5   203.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   101.6   125.9   151.1   177.4   192.4   193.5   203.9
            M    1916.1  1766.4  1388.7   788.4   371.7   336.4     0.0
Total     : M+   3616.5  3166.1  2408.0  1298.4   599.4   541.6     0.0
            V     107.1   161.1   207.7   254.2   279.0   280.9   298.0
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   121.0   164.5   208.8   254.2   279.0   280.9   298.0
            M    3384.2  3042.2  2345.0  1298.4   606.0   548.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.7             31.7
Deck+Haunch            37.1             37.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.0              5.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           60.1             60.1
DL-Comp.(DW)           39.8             39.8
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    57.0    63.1   137.4   257.5   343.3   394.8   411.9
(Max)       V      25.3    23.5    23.3    20.7    15.5    10.3     5.2     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     8.9     9.9    21.5    40.3    53.7    61.8    64.5
DC(Max)     V       4.0     3.7     3.7     3.2     2.4     1.6     0.8     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    66.8    74.0   160.9   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.3    24.2    18.2    12.1     6.1     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     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
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    21.6    24.0    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     8.9     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.9    13.2    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     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   134.9   149.0   316.9   561.1   724.4   796.4   754.6
            V      94.6    89.4    88.8    81.4    68.3    53.6    40.4    31.1
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    94.6    89.4    88.8    81.4    68.3    55.1    43.1    33.4
            M       0.0   134.9   149.0   316.9   561.1   691.7   727.6   707.0
Total     : M+      0.0   301.8   333.8   719.1  1315.4  1730.6  1954.4  1964.4
            V     168.8   158.3   157.1   142.0   113.8    84.0    55.8    31.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   168.8   158.3   157.1   142.0   113.8    85.6    58.5    33.6
            M       0.0   301.8   333.8   719.1  1315.4  1697.9  1885.6  1916.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.41   62.67   65.00
Self wt.  : M     394.8   343.3   257.5   137.4    63.1    57.0     0.0
(Max)       V       5.2    10.3    15.5    20.7    23.3    23.5    25.3
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      61.8    53.7    40.3    21.5     9.9     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
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     462.5   402.2   301.7   160.9    74.0    66.8     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.3    27.6    29.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       6.5     4.8     3.2     1.5     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     149.8   130.3    97.7    52.1    24.0    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     8.9     8.9     9.6
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      82.7    71.9    53.9    28.8    13.2    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    796.4   724.4   561.1   316.9   149.0   134.9     0.0
            V      40.4    53.6    68.3    81.4    88.8    89.4    94.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    43.1    55.1    68.3    81.4    88.8    89.4    94.6
            M     727.6   691.7   561.1   316.9   149.0   134.9     0.0
Total     : M+   1954.4  1730.6  1315.4   719.1   333.8   301.8     0.0
            V      55.8    84.0   113.8   142.0   157.1   158.3   168.8
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    58.5    85.6   113.8   142.0   157.1   158.3   168.8
            M    1885.6  1697.9  1315.4   719.1   333.8   301.8     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17
 
Beam-Self
Precast-top    0.091   0.190   0.336   0.441   0.502   0.523 
Bottom        -0.074  -0.154  -0.273  -0.357  -0.405  -0.422 
 
Prestress
Precast-top   -0.189  -0.244  -0.343  -0.442  -0.539  -0.539 
Bottom         1.763   1.807   1.885   1.962   2.038   2.038 
 
Total
Precast-top   -0.098  -0.054  -0.007  -0.001  -0.037  -0.016 
Bottom         1.689   1.652   1.612   1.605   1.632   1.615 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.00 %)
             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    5.97   12.60   19.23   25.87   32.50
 
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   0.010   0.011   0.025   0.046   0.061   0.070   0.073 
Precast-top   -0.031   0.002   0.017   0.193   0.463   0.629   0.694   0.746 
Bottom         0.354   1.413   1.399   1.233   0.977   0.816   0.749   0.701 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17
 
Beam-Self
Precast-top    0.091   0.190   0.336   0.441   0.502   0.523 
Bottom        -0.074  -0.154  -0.273  -0.357  -0.405  -0.422 
 
Prestress
Precast-top   -0.189  -0.244  -0.343  -0.442  -0.539  -0.539 
Bottom         1.763   1.807   1.885   1.962   2.038   2.038 
 
Total
Precast-top   -0.098  -0.054  -0.007  -0.001  -0.037  -0.016 
Bottom         1.689   1.652   1.612   1.605   1.632   1.615 
 
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 = 11.00 %)
             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    5.97   12.60   19.23   25.87   32.50
 
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    5.97   12.60   19.23   25.87   32.50
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   0.046   0.051   0.108   0.193   0.249   0.275   0.264 
Precast-top   -0.016   0.027   0.038   0.158   0.340   0.455   0.501   0.519 
Bottom         0.177   0.617   0.600   0.405   0.116  -0.071  -0.151  -0.147 
 

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
    298.0    6.5   58.5    0.442   2.5   6.00e-3 50.0    305.2     1.247    2.347      0.29
      0.0    0.4   58.4     42.0 0.173      23.4 0.87    12.00     0.092    1.439 
Transfer:   3.00
    280.9    6.5   58.5    1.990  11.3   2.87e-3 39.1    260.5     0.732    1.760      0.00
    548.0    1.6   57.7    189.0 0.160      40.3 1.52    12.00     0.092    1.539 
Critical:   5.47
    262.7    6.5   58.5    2.278  11.3   1.11e-3 32.9    211.3     0.474    1.760      0.00
   1060.9    1.8   57.6    189.0 0.150      69.3 2.62    12.00     0.092    1.642 
0.1L    :   6.63
    254.2    6.5   58.5    2.413  11.3   0.84e-3 31.9    193.2     0.418    0.827      0.00
   1298.4    1.9   57.6    189.0 0.145      78.0 2.95    12.00     0.092    1.668 
0.2L    :  13.27
    208.8    6.5   55.7    3.472  11.3   0.58e-3 31.0    136.9     0.302    0.496      0.00
   2345.0    2.4   54.5    189.0 0.125      83.8 3.34    24.00     0.092    1.379 
0.3L    :  19.90
    164.5    6.5   57.2    3.472  11.3   1.50e-3 34.3    113.4     0.276    0.413      0.00
   3042.2    2.4   56.0    189.0 0.094      58.1 2.26    24.00     0.092    1.310 
0.4L    :  26.53
    121.0    6.5   58.7    3.472   0.0   1.73e-3 35.0     79.2     0.193    0.413      0.00
   3384.2    2.4   57.5    189.0 0.072      55.3 2.09    24.00     0.092    1.672 
0.5L    :  33.17
     78.3    6.5   58.7    3.472   0.0   1.29e-3 33.5     22.6     0.092    0.413      0.00
   3383.2    2.4   57.5    189.0 0.047      64.4 2.44    24.00     0.092    2.802 
0.6L    :  39.80
    121.0    6.5   58.7    3.472   0.0   1.73e-3 35.0     79.2     0.193    0.413      0.00
   3384.2    2.4   57.5    189.0 0.072      55.3 2.09    24.00     0.092    1.672 
0.7L    :  46.43
    164.5    6.5   57.2    3.472  11.3   1.50e-3 34.3    113.4     0.276    0.413      0.00
   3042.2    2.4   56.0    189.0 0.094      58.1 2.26    24.00     0.092    1.310 
0.8L    :  53.07
    208.8    6.5   55.7    3.472  11.3   0.58e-3 31.0    136.9     0.302    0.496      0.00
   2345.0    2.4   54.5    189.0 0.125      83.8 3.34    24.00     0.092    1.379 
0.9L    :  59.70
    254.2    6.5   58.5    2.413  11.3   0.84e-3 31.9    193.2     0.418    0.827      0.00
   1298.4    1.9   57.6    189.0 0.145      78.0 2.95    12.00     0.092    1.668 
Critical:  60.87
    262.7    6.5   58.5    2.278  11.3   1.11e-3 32.9    211.3     0.474    1.760      0.00
   1060.9    1.8   57.6    189.0 0.150      69.3 2.62    12.00     0.092    1.642 
Transfer:  63.33
    280.9    6.5   58.5    1.990  11.3   2.87e-3 39.1    260.5     0.732    1.760      0.00
    548.0    1.6   57.7    189.0 0.160      40.3 1.52    12.00     0.092    1.539 
Bearing :  65.67
    298.0    6.5   58.5    0.442   2.5   6.00e-3 50.0    305.2     1.247    2.347      0.29
      0.0    0.4   58.4     42.0 0.173      23.4 0.87    12.00     0.092    1.439 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  680.58
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.36
 
 
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
    298.0      5.67     58.54    0.36       58.36    24.00      0.300      1.141      0.000      2.347 
Transfer:      2.33
    280.9      5.41     58.54    1.61       57.73    24.00      0.300      1.052      0.000      1.760 
Critical:      4.80
    262.8      5.07     58.54    1.84       57.61    24.00      0.300      0.939      0.000      1.760 
0.1L    :      5.97
    254.2      4.91     58.54    1.95       57.56    24.00      0.300      0.886      0.000      0.827 
0.2L    :     12.60
    208.8      4.26     55.75    2.45       54.53    24.00      0.300      0.668      0.000      0.496 
0.3L    :     19.23
    164.5      3.26     57.25    2.45       56.03    24.00      0.300      0.337      0.000      0.413 
0.4L    :     25.87
    121.0      2.34     58.75    2.45       57.53    24.00      0.300      0.029      0.000      0.413 
0.5L    :     32.50
     78.3      1.51     58.75    2.45       57.53    24.00      0.300      0.000      0.000      0.413 
0.6L    :     39.13
    121.0      2.34     58.75    2.45       57.53    24.00      0.300      0.029      0.000      0.413 
0.7L    :     45.77
    164.5      3.26     57.25    2.45       56.03    24.00      0.300      0.337      0.000      0.413 
0.8L    :     52.40
    208.8      4.26     55.75    2.45       54.53    24.00      0.300      0.668      0.000      0.496 
0.9L    :     59.03
    254.2      4.91     58.54    1.95       57.56    24.00      0.300      0.886      0.000      0.827 
Critical:     60.20
    262.8      5.07     58.54    1.84       57.61    24.00      0.300      0.939      0.000      1.760 
Transfer:     62.67
    280.9      5.41     58.54    1.61       57.73    24.00      0.300      1.052      0.000      1.760 
Bearing :     65.00
    298.0      5.67     58.54    0.36       58.36    24.00      0.300      1.141      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 = 5.97 ft
Prestress      :       0.278  1.80      0.501  2.20      0.612
Self Wt.       :      -0.083  1.85     -0.153  2.40     -0.198
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          :       0.196            0.348            0.414
 
At 0.2 x L = 12.60 ft
Prestress      :       0.502  1.80      0.904  2.20      1.104
Self Wt.       :      -0.156  1.85     -0.288  2.40     -0.374
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          :       0.346            0.615            0.730
 
At 0.3 x L = 19.23 ft
Prestress      :       0.665  1.80      1.196  2.20      1.462
Self Wt.       :      -0.213  1.85     -0.393  2.40     -0.510
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.452            0.803            0.952
 
At 0.4 x L = 25.87 ft
Prestress      :       0.762  1.80      1.372  2.20      1.677
Self Wt.       :      -0.248  1.85     -0.459  2.40     -0.595
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          :       0.514            0.913            1.082
 
At 0.5 x L = 32.50 ft
Prestress      :       0.796  1.80      1.433  2.20      1.752
Self Wt.       :      -0.261  1.85     -0.482  2.40     -0.625
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          :       0.536            0.951            1.127
 
At 0.6 x L = 39.13 ft
Prestress      :       0.762  1.80      1.372  2.20      1.677
Self Wt.       :      -0.248  1.85     -0.459  2.40     -0.595
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          :       0.514            0.913            1.082
 
At 0.7 x L = 45.77 ft
Prestress      :       0.665  1.80      1.196  2.20      1.462
Self Wt.       :      -0.213  1.85     -0.393  2.40     -0.510
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.452            0.803            0.952
 
At 0.8 x L = 52.40 ft
Prestress      :       0.502  1.80      0.904  2.20      1.104
Self Wt.       :      -0.156  1.85     -0.288  2.40     -0.374
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          :       0.346            0.615            0.730
 
At 0.9 x L = 59.03 ft
Prestress      :       0.278  1.80      0.501  2.20      0.612
Self Wt.       :      -0.083  1.85     -0.153  2.40     -0.198
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          :       0.196            0.348            0.414
 

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
   541.6    53.4  2.275  267.3    1.9   1.61   2666.3  0.092T 1.00       -       -     -     -  
H/2     :   2.59
   599.4    53.5  2.309  267.3    1.9   1.64   2708.9  0.091T 1.00       -       -     -     -  
0.1L    :   5.97
  1298.4    54.2  2.758  266.8    2.3   1.95   3266.7  0.076T 1.00       -       -     -     -  
0.2L    :  12.60
  2408.0    55.7  3.472  266.1    2.9   2.45   4198.0  0.060T 1.00    993.1   993.1    4.23    -  
0.3L    :  19.23
  3166.1    57.2  3.472  266.2    2.9   2.45   4315.0  0.060T 1.00    899.2   899.2    4.80    -  
0.4L    :  25.87
  3616.5    58.7  3.472  266.3    2.9   2.45   4432.1  0.060T 1.00    846.2   846.2    5.24    -  
0.5L    :  32.50
  3735.5    58.7  3.472  266.3    2.9   2.45   4432.1  0.060T 1.00    825.8   825.8    5.37    -  
0.6L    :  39.13
  3616.5    58.7  3.472  266.3    2.9   2.45   4432.1  0.060T 1.00    846.2   846.2    5.24    -  
0.7L    :  45.77
  3166.1    57.2  3.472  266.2    2.9   2.45   4315.0  0.060T 1.00    899.2   899.2    4.80    -  
0.8L    :  52.40
  2408.0    55.7  3.472  266.1    2.9   2.45   4198.0  0.060T 1.00    993.1   993.1    4.23    -  
0.9L    :  59.03
  1298.4    54.2  2.758  266.8    2.3   1.95   3266.7  0.076T 1.00       -       -     -     -  
H/2     :  62.41
   599.4    53.5  2.309  267.3    1.9   1.64   2708.9  0.091T 1.00       -       -     -     -  
Transfer:  62.67
   541.6    53.4  2.275  267.3    1.9   1.61   2666.3  0.092T 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 1-8; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.008
        M   2.00 Fb     0.195
 
  2   2 E  50.00 Ft     0.296
        M   2.00 Fb     0.161
 
  3   2 E   6.00 Ft     0.248
        M   6.00 Fb     0.401
 
  4   2 E   6.00 Ft     0.200
        M   6.00 Fb     0.642
 
  5   2 E   6.00 Ft     0.151
        M   6.00 Fb     0.882
 
  6   2 E   2.00 Ft     0.068
        M   2.00 Fb     1.151
 
  7   2 E   2.00 Ft    -0.015
        M   2.00 Fb     1.420
 
  8   2 E   2.00 Ft    -0.098
        M   2.00 Fb     1.689
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 66.33            Release Length, ft: 66.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  16
No. of strands, Draped:   2           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.71 %               Final losses: 11.84 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.689     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.098       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4432.13     3735.54     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   0.073     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.746     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.413    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.519     Midspan
    Pre.Bot:                                                             2.000   0.617    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.796  1.80      1.433  2.20      1.752
Self Wt.       :      -0.261  1.85     -0.482  2.40     -0.625
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          :       0.536            0.951            1.127
 
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   65.00
     DC  Line       0.087      0.00       0.087   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    32.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.333 ft
Release length = 66.333 ft
Design  length = 65.000 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)  : 0.827   (Calculated)    
Live Moment (1  lane  loaded)  : 0.591   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.134   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.907   (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           1563.8 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           732138 in4#
Ht. of c.g.           =        24.64 in             42.18 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 = 0.9290

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59     5.97    12.60    19.23    25.87    32.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    753.0    767.6    767.6    767.6    767.6    767.6    767.6    767.6
  Yb      ,  in    24.55    24.25    24.25    24.23    24.19    24.16    24.12    24.12
  MI(Ixx) , in4   286833   290458   290492   290948   291907   292948   294072   294072
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1567.8   1581.8   1581.8   1581.8   1581.8   1581.8   1581.8   1581.8
  Yb      ,  in    42.10    41.80    41.80    41.79    41.77    41.75    41.74    41.74
  MI(Ixx) , in4   736456   752022   752092   753013   754886   756839   758872   758872

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  16 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 26.53 ft from member end )
END PATTERN (Ycg = 9.50 in):
     8 @  2.000 in     6 @  6.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in
(B) Straight:
     8 @  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     =    3.47 in2      Initial Pull          =      680.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.001 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.002 ft
Holddown Force        =  12.682 kips     Beam Shrtng (PL/AE)   =      0.159 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)       
-------------------------------------------------------------------------------------
      1062.532         740 786.274     12.775 51740.082   828.921     419.884        
 
 
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      8.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.6670     11.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      11.6670     16.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      16.6670     49.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      49.6663     54.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      54.6663     57.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      57.6663     60.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      60.6663     63.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00      63.6663     64.0833    Yes
      2      US#6[M19]       60.00        0.88       4.50      64.0833     65.9583    Yes
      2      US#6[M19]       60.00        0.88       3.00      65.9583     66.2083    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 66.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.4720 in2       Ycg =  3.50 in
         P_init    =      680.6 kips  Ecc = 21.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.22 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.436 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.90 ksi    0.00 ksi
    due to Composite Loads                                 -0.91 ksi    0.00 ksi
    due to Live Loads                                      -3.78 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.26 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.22 ksi  ( 4.71 %)            13.98 ksi ( 7.13 %)
Total Prestress Losses                                    23.21 ksi (11.84 %)
 
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 : 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    57.0    63.1   137.4   257.5   343.3   394.8   411.9
(Max)       V      25.3    23.5    23.3    20.7    15.5    10.3     5.2     0.0
DL-Prec.  : M       0.0     8.9     9.9    21.5    40.3    53.7    61.8    64.5
DC(Max)     V       4.0     3.7     3.7     3.2     2.4     1.6     0.8     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    66.8    74.0   160.9   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.3    24.2    18.2    12.1     6.1     0.0
Diaphragm : M       0.0     0.6     0.6     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    21.6    24.0    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     8.9     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9    13.2    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   188.6   208.6   450.5   829.5  1080.2  1227.6  1258.2
            V     116.5   110.6   109.9   101.4    85.7    70.0    50.1    34.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.5   110.6   109.9   101.4    86.3    71.9    58.0    44.6
            M       0.0   192.2   212.4   450.5   793.5  1009.4  1094.9  1056.9
Total     : M+      0.0   355.5   393.4   852.7  1583.8  2086.4  2385.6  2467.9
            V     190.7   179.5   178.2   162.0   131.2   100.5    65.4    34.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   190.7   179.5   178.2   162.0   131.9   102.4    73.4    44.8
            M       0.0   359.1   397.2   852.7  1547.8  2015.6  2252.9  2266.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.41   62.67   65.00
Self wt.  : M     394.8   343.3   257.5   137.4    63.1    57.0     0.0
(Max)       V       5.2    10.3    15.5    20.7    23.3    23.5    25.3
DL-Prec.  : M      61.8    53.7    40.3    21.5     9.9     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
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     462.5   402.2   301.7   160.9    74.0    66.8     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.3    27.6    29.7
Diaphragm : M       6.5     4.8     3.2     1.5     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     149.8   130.3    97.7    52.1    24.0    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     8.9     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8    13.2    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
LL + I    : M+   1227.6  1080.2   829.5   450.5   208.6   188.6     0.0
            V      50.1    70.0    85.7   101.4   109.9   110.6   116.5
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    58.0    71.9    86.3   101.4   109.9   110.6   116.5
            M    1094.9  1009.4   793.5   450.5   212.4   192.2     0.0
Total     : M+   2385.6  2086.4  1583.8   852.7   393.4   355.5     0.0
            V      65.4   100.5   131.2   162.0   178.2   179.5   190.7
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    73.4   102.4   131.9   162.0   178.2   179.5   190.7
            M    2252.9  2015.6  1547.8   852.7   397.2   359.1     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               25.3             25.3
Deck+Haunch            29.7             29.7
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.0              4.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           48.1             48.1
DL-Comp.(DW)           26.5             26.5
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    57.0    63.1   137.4   257.5   343.3   394.8   411.9
(Max)       V      25.3    23.5    23.3    20.7    15.5    10.3     5.2     0.0
DL-Prec.  : M       0.0     8.9     9.9    21.5    40.3    53.7    61.8    64.5
DC(Max)     V       4.0     3.7     3.7     3.2     2.4     1.6     0.8     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    66.8    74.0   160.9   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.3    24.2    18.2    12.1     6.1     0.0
Diaphragm : M       0.0     0.6     0.6     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    21.6    24.0    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     8.9     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9    13.2    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   150.8   166.9   360.4   663.6   864.2   982.1  1006.5
            V      93.2    88.5    87.9    81.1    68.5    56.0    40.1    27.5
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    93.2    88.5    87.9    81.1    69.1    57.6    46.4    35.7
            M       0.0   153.8   169.9   360.4   634.8   807.5   875.9   845.5
Total     : M+      0.0   317.8   351.7   762.6  1417.9  1870.4  2140.1  2216.3
            V     167.4   157.4   156.2   141.7   114.1    86.5    55.4    27.8
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   167.4   157.4   156.2   141.7   114.6    88.0    61.8    35.9
            M       0.0   320.7   354.7   762.6  1389.1  1813.7  2033.9  2055.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.41   62.67   65.00
Self wt.  : M     394.8   343.3   257.5   137.4    63.1    57.0     0.0
(Max)       V       5.2    10.3    15.5    20.7    23.3    23.5    25.3
DL-Prec.  : M      61.8    53.7    40.3    21.5     9.9     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
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     462.5   402.2   301.7   160.9    74.0    66.8     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.3    27.6    29.7
Diaphragm : M       6.5     4.8     3.2     1.5     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     149.8   130.3    97.7    52.1    24.0    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     8.9     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8    13.2    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
LL + I    : M+    982.1   864.2   663.6   360.4   166.9   150.8     0.0
            V      40.1    56.0    68.5    81.1    87.9    88.5    93.2
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    46.4    57.6    69.1    81.1    87.9    88.5    93.2
            M     875.9   807.5   634.8   360.4   169.9   153.8     0.0
Total     : M+   2140.1  1870.4  1417.9   762.6   351.7   317.8     0.0
            V      55.4    86.5   114.1   141.7   156.2   157.4   167.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    61.8    88.0   114.6   141.7   156.2   157.4   167.4
            M    2033.9  1813.7  1389.1   762.6   354.7   320.7     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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    71.3    78.9   171.7   321.9   429.1   493.5   514.9
(Max)       V      31.7    29.4    29.2    25.9    19.4    12.9     6.5     0.0
Self wt.  : M       0.0    51.3    56.8   123.6   231.7   309.0   355.3   370.7
(Min)       V      22.8    21.2    21.0    18.6    14.0     9.3     4.7     0.0
DL-Prec.  : M       0.0    11.2    12.4    26.9    50.4    67.2    77.3    80.6
DC(Max)     V       5.0     4.6     4.6     4.1     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     8.0     8.9    19.4    36.3    48.4    55.6    58.0
DC(Min)     V       3.6     3.3     3.3     2.9     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    83.5    92.4   201.2   377.1   502.7   578.1   603.3
Haunch (Max)V      37.1    34.5    34.2    30.3    22.7    15.2     7.6     0.0
Deck +    : M       0.0    60.1    66.6   144.8   271.5   362.0   416.2   434.3
Haunch (Min)V      26.7    24.8    24.6    21.8    16.4    10.9     5.5     0.0
Diaphragm : M       0.0     0.7     0.8     1.9     3.9     6.0     8.1    10.2
(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     1.3     2.8     4.3     5.8     7.3
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    27.1    29.9    65.2   122.1   162.8   187.3   195.4
DC(Max)     V      12.0    11.2    11.1     9.8     7.4     4.9     2.5     0.0
DL-Comp   : M       0.0    19.5    21.6    46.9    87.9   117.2   134.8   140.7
DC(Min)     V       8.7     8.0     8.0     7.1     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    17.9    19.8    43.1    80.9   107.8   124.0   129.4
DW(Max)     V       8.0     7.4     7.3     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0     7.8     8.6    18.7    35.0    46.7    53.7    56.1
DW(Min)     V       3.5     3.2     3.2     2.8     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   330.0   365.1   788.4  1451.7  1890.4  2148.3  2201.8
            V     203.9   193.5   192.4   177.4   150.0   122.5    87.6    60.2
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   203.9   193.5   192.4   177.4   151.1   125.9   101.6    78.0
            M       0.0   336.4   371.7   788.4  1388.7  1766.4  1916.1  1849.5
Total     : M+      0.0   541.6   599.4  1298.4  2408.0  3166.1  3616.5  3735.5
            V     298.0   280.9   279.0   254.2   207.7   161.1   107.1    60.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   298.0   280.9   279.0   254.2   208.8   164.5   121.0    78.3
            M       0.0   548.0   606.0  1298.4  2345.0  3042.2  3384.2  3383.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.41   62.67   65.00
Self wt.  : M     493.5   429.1   321.9   171.7    78.9    71.3     0.0
(Max)       V       6.5    12.9    19.4    25.9    29.2    29.4    31.7
Self wt.  : M     355.3   309.0   231.7   123.6    56.8    51.3     0.0
(Min)       V       4.7     9.3    14.0    18.6    21.0    21.2    22.8
DL-Prec.  : M      77.3    67.2    50.4    26.9    12.4    11.2     0.0
DC(Max)     V       1.0     2.0     3.0     4.1     4.6     4.6     5.0
DL-Prec.  : M      55.6    48.4    36.3    19.4     8.9     8.0     0.0
DC(Min)     V       0.7     1.5     2.2     2.9     3.3     3.3     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     578.1   502.7   377.1   201.2    92.4    83.5     0.0
Haunch (Max)V       7.6    15.2    22.7    30.3    34.2    34.5    37.1
Deck +    : M     416.2   362.0   271.5   144.8    66.6    60.1     0.0
Haunch (Min)V       5.5    10.9    16.4    21.8    24.6    24.8    26.7
Diaphragm : M       8.1     6.0     3.9     1.9     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       5.8     4.3     2.8     1.3     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     187.3   162.8   122.1    65.2    29.9    27.1     0.0
DC(Max)     V       2.5     4.9     7.4     9.8    11.1    11.2    12.0
DL-Comp   : M     134.8   117.2    87.9    46.9    21.6    19.5     0.0
DC(Min)     V       1.8     3.5     5.3     7.1     8.0     8.0     8.7
DL-Comp   : M     124.0   107.8    80.9    43.1    19.8    17.9     0.0
DW(Max)     V       1.6     3.3     4.9     6.5     7.3     7.4     8.0
DL-Comp   : M      53.7    46.7    35.0    18.7     8.6     7.8     0.0
DW(Min)     V       0.7     1.4     2.1     2.8     3.2     3.2     3.5
LL + I    : M+   2148.3  1890.4  1451.7   788.4   365.1   330.0     0.0
            V      87.6   122.5   150.0   177.4   192.4   193.5   203.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   101.6   125.9   151.1   177.4   192.4   193.5   203.9
            M    1916.1  1766.4  1388.7   788.4   371.7   336.4     0.0
Total     : M+   3616.5  3166.1  2408.0  1298.4   599.4   541.6     0.0
            V     107.1   161.1   207.7   254.2   279.0   280.9   298.0
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   121.0   164.5   208.8   254.2   279.0   280.9   298.0
            M    3384.2  3042.2  2345.0  1298.4   606.0   548.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.7             31.7
Deck+Haunch            37.1             37.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.0              5.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           60.1             60.1
DL-Comp.(DW)           39.8             39.8
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    57.0    63.1   137.4   257.5   343.3   394.8   411.9
(Max)       V      25.3    23.5    23.3    20.7    15.5    10.3     5.2     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     8.9     9.9    21.5    40.3    53.7    61.8    64.5
DC(Max)     V       4.0     3.7     3.7     3.2     2.4     1.6     0.8     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    66.8    74.0   160.9   301.7   402.2   462.5   482.6
Haunch (Max)V      29.7    27.6    27.3    24.2    18.2    12.1     6.1     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     1.5     3.2     4.8     6.5     8.1
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
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    21.6    24.0    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     8.9     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.9    13.2    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     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   134.9   149.0   316.9   561.1   724.4   796.4   754.6
            V      94.6    89.4    88.8    81.4    68.3    53.6    40.4    31.1
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    94.6    89.4    88.8    81.4    68.3    55.1    43.1    33.4
            M       0.0   134.9   149.0   316.9   561.1   691.7   727.6   707.0
Total     : M+      0.0   301.8   333.8   719.1  1315.4  1730.6  1954.4  1964.4
            V     168.8   158.3   157.1   142.0   113.8    84.0    55.8    31.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   168.8   158.3   157.1   142.0   113.8    85.6    58.5    33.6
            M       0.0   301.8   333.8   719.1  1315.4  1697.9  1885.6  1916.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.41   62.67   65.00
Self wt.  : M     394.8   343.3   257.5   137.4    63.1    57.0     0.0
(Max)       V       5.2    10.3    15.5    20.7    23.3    23.5    25.3
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      61.8    53.7    40.3    21.5     9.9     8.9     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
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     462.5   402.2   301.7   160.9    74.0    66.8     0.0
Haunch (Max)V       6.1    12.1    18.2    24.2    27.3    27.6    29.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       6.5     4.8     3.2     1.5     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     149.8   130.3    97.7    52.1    24.0    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     8.9     8.9     9.6
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      82.7    71.9    53.9    28.8    13.2    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    796.4   724.4   561.1   316.9   149.0   134.9     0.0
            V      40.4    53.6    68.3    81.4    88.8    89.4    94.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    43.1    55.1    68.3    81.4    88.8    89.4    94.6
            M     727.6   691.7   561.1   316.9   149.0   134.9     0.0
Total     : M+   1954.4  1730.6  1315.4   719.1   333.8   301.8     0.0
            V      55.8    84.0   113.8   142.0   157.1   158.3   168.8
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    58.5    85.6   113.8   142.0   157.1   158.3   168.8
            M    1885.6  1697.9  1315.4   719.1   333.8   301.8     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17
 
Beam-Self
Precast-top    0.091   0.190   0.336   0.441   0.502   0.523 
Bottom        -0.074  -0.154  -0.273  -0.357  -0.405  -0.422 
 
Prestress
Precast-top   -0.189  -0.244  -0.343  -0.442  -0.539  -0.539 
Bottom         1.763   1.807   1.885   1.962   2.038   2.038 
 
Total
Precast-top   -0.098  -0.054  -0.007  -0.001  -0.037  -0.016 
Bottom         1.689   1.652   1.612   1.605   1.632   1.615 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.00 %)
             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    5.97   12.60   19.23   25.87   32.50
 
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   0.010   0.011   0.025   0.046   0.061   0.070   0.073 
Precast-top   -0.031   0.002   0.017   0.193   0.463   0.629   0.694   0.746 
Bottom         0.354   1.413   1.399   1.233   0.977   0.816   0.749   0.701 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17
 
Beam-Self
Precast-top    0.091   0.190   0.336   0.441   0.502   0.523 
Bottom        -0.074  -0.154  -0.273  -0.357  -0.405  -0.422 
 
Prestress
Precast-top   -0.189  -0.244  -0.343  -0.442  -0.539  -0.539 
Bottom         1.763   1.807   1.885   1.962   2.038   2.038 
 
Total
Precast-top   -0.098  -0.054  -0.007  -0.001  -0.037  -0.016 
Bottom         1.689   1.652   1.612   1.605   1.632   1.615 
 
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 = 11.00 %)
             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    5.97   12.60   19.23   25.87   32.50
 
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    5.97   12.60   19.23   25.87   32.50
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   0.046   0.051   0.108   0.193   0.249   0.275   0.264 
Precast-top   -0.016   0.027   0.038   0.158   0.340   0.455   0.501   0.519 
Bottom         0.177   0.617   0.600   0.405   0.116  -0.071  -0.151  -0.147 
 

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
    298.0    6.5   58.5    0.442   2.5   6.00e-3 50.0    305.2     1.247    2.347      0.29
      0.0    0.4   58.4     42.0 0.173      23.4 0.87    12.00     0.092    1.439 
Transfer:   3.00
    280.9    6.5   58.5    1.990  11.3   2.87e-3 39.1    260.5     0.732    1.760      0.00
    548.0    1.6   57.7    189.0 0.160      40.3 1.52    12.00     0.092    1.539 
Critical:   5.47
    262.7    6.5   58.5    2.278  11.3   1.11e-3 32.9    211.3     0.474    1.760      0.00
   1060.9    1.8   57.6    189.0 0.150      69.3 2.62    12.00     0.092    1.642 
0.1L    :   6.63
    254.2    6.5   58.5    2.413  11.3   0.84e-3 31.9    193.2     0.418    0.827      0.00
   1298.4    1.9   57.6    189.0 0.145      78.0 2.95    12.00     0.092    1.668 
0.2L    :  13.27
    208.8    6.5   55.7    3.472  11.3   0.58e-3 31.0    136.9     0.302    0.496      0.00
   2345.0    2.4   54.5    189.0 0.125      83.8 3.34    24.00     0.092    1.379 
0.3L    :  19.90
    164.5    6.5   57.2    3.472  11.3   1.50e-3 34.3    113.4     0.276    0.413      0.00
   3042.2    2.4   56.0    189.0 0.094      58.1 2.26    24.00     0.092    1.310 
0.4L    :  26.53
    121.0    6.5   58.7    3.472   0.0   1.73e-3 35.0     79.2     0.193    0.413      0.00
   3384.2    2.4   57.5    189.0 0.072      55.3 2.09    24.00     0.092    1.672 
0.5L    :  33.17
     78.3    6.5   58.7    3.472   0.0   1.29e-3 33.5     22.6     0.092    0.413      0.00
   3383.2    2.4   57.5    189.0 0.047      64.4 2.44    24.00     0.092    2.802 
0.6L    :  39.80
    121.0    6.5   58.7    3.472   0.0   1.73e-3 35.0     79.2     0.193    0.413      0.00
   3384.2    2.4   57.5    189.0 0.072      55.3 2.09    24.00     0.092    1.672 
0.7L    :  46.43
    164.5    6.5   57.2    3.472  11.3   1.50e-3 34.3    113.4     0.276    0.413      0.00
   3042.2    2.4   56.0    189.0 0.094      58.1 2.26    24.00     0.092    1.310 
0.8L    :  53.07
    208.8    6.5   55.7    3.472  11.3   0.58e-3 31.0    136.9     0.302    0.496      0.00
   2345.0    2.4   54.5    189.0 0.125      83.8 3.34    24.00     0.092    1.379 
0.9L    :  59.70
    254.2    6.5   58.5    2.413  11.3   0.84e-3 31.9    193.2     0.418    0.827      0.00
   1298.4    1.9   57.6    189.0 0.145      78.0 2.95    12.00     0.092    1.668 
Critical:  60.87
    262.7    6.5   58.5    2.278  11.3   1.11e-3 32.9    211.3     0.474    1.760      0.00
   1060.9    1.8   57.6    189.0 0.150      69.3 2.62    12.00     0.092    1.642 
Transfer:  63.33
    280.9    6.5   58.5    1.990  11.3   2.87e-3 39.1    260.5     0.732    1.760      0.00
    548.0    1.6   57.7    189.0 0.160      40.3 1.52    12.00     0.092    1.539 
Bearing :  65.67
    298.0    6.5   58.5    0.442   2.5   6.00e-3 50.0    305.2     1.247    2.347      0.29
      0.0    0.4   58.4     42.0 0.173      23.4 0.87    12.00     0.092    1.439 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  680.58
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.36
 
 
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
    298.0      5.67     58.54    0.36       58.36    24.00      0.300      1.141      0.000      2.347 
Transfer:      2.33
    280.9      5.41     58.54    1.61       57.73    24.00      0.300      1.052      0.000      1.760 
Critical:      4.80
    262.8      5.07     58.54    1.84       57.61    24.00      0.300      0.939      0.000      1.760 
0.1L    :      5.97
    254.2      4.91     58.54    1.95       57.56    24.00      0.300      0.886      0.000      0.827 
0.2L    :     12.60
    208.8      4.26     55.75    2.45       54.53    24.00      0.300      0.668      0.000      0.496 
0.3L    :     19.23
    164.5      3.26     57.25    2.45       56.03    24.00      0.300      0.337      0.000      0.413 
0.4L    :     25.87
    121.0      2.34     58.75    2.45       57.53    24.00      0.300      0.029      0.000      0.413 
0.5L    :     32.50
     78.3      1.51     58.75    2.45       57.53    24.00      0.300      0.000      0.000      0.413 
0.6L    :     39.13
    121.0      2.34     58.75    2.45       57.53    24.00      0.300      0.029      0.000      0.413 
0.7L    :     45.77
    164.5      3.26     57.25    2.45       56.03    24.00      0.300      0.337      0.000      0.413 
0.8L    :     52.40
    208.8      4.26     55.75    2.45       54.53    24.00      0.300      0.668      0.000      0.496 
0.9L    :     59.03
    254.2      4.91     58.54    1.95       57.56    24.00      0.300      0.886      0.000      0.827 
Critical:     60.20
    262.8      5.07     58.54    1.84       57.61    24.00      0.300      0.939      0.000      1.760 
Transfer:     62.67
    280.9      5.41     58.54    1.61       57.73    24.00      0.300      1.052      0.000      1.760 
Bearing :     65.00
    298.0      5.67     58.54    0.36       58.36    24.00      0.300      1.141      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 = 5.97 ft
Prestress      :       0.278  1.80      0.501  2.20      0.612
Self Wt.       :      -0.083  1.85     -0.153  2.40     -0.198
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          :       0.196            0.348            0.414
 
At 0.2 x L = 12.60 ft
Prestress      :       0.502  1.80      0.904  2.20      1.104
Self Wt.       :      -0.156  1.85     -0.288  2.40     -0.374
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          :       0.346            0.615            0.730
 
At 0.3 x L = 19.23 ft
Prestress      :       0.665  1.80      1.196  2.20      1.462
Self Wt.       :      -0.213  1.85     -0.393  2.40     -0.510
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.452            0.803            0.952
 
At 0.4 x L = 25.87 ft
Prestress      :       0.762  1.80      1.372  2.20      1.677
Self Wt.       :      -0.248  1.85     -0.459  2.40     -0.595
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          :       0.514            0.913            1.082
 
At 0.5 x L = 32.50 ft
Prestress      :       0.796  1.80      1.433  2.20      1.752
Self Wt.       :      -0.261  1.85     -0.482  2.40     -0.625
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          :       0.536            0.951            1.127
 
At 0.6 x L = 39.13 ft
Prestress      :       0.762  1.80      1.372  2.20      1.677
Self Wt.       :      -0.248  1.85     -0.459  2.40     -0.595
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          :       0.514            0.913            1.082
 
At 0.7 x L = 45.77 ft
Prestress      :       0.665  1.80      1.196  2.20      1.462
Self Wt.       :      -0.213  1.85     -0.393  2.40     -0.510
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.452            0.803            0.952
 
At 0.8 x L = 52.40 ft
Prestress      :       0.502  1.80      0.904  2.20      1.104
Self Wt.       :      -0.156  1.85     -0.288  2.40     -0.374
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          :       0.346            0.615            0.730
 
At 0.9 x L = 59.03 ft
Prestress      :       0.278  1.80      0.501  2.20      0.612
Self Wt.       :      -0.083  1.85     -0.153  2.40     -0.198
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          :       0.196            0.348            0.414
 

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
   541.6    53.4  2.275  267.3    1.9   1.61   2666.3  0.092T 1.00       -       -     -     -  
H/2     :   2.59
   599.4    53.5  2.309  267.3    1.9   1.64   2708.9  0.091T 1.00       -       -     -     -  
0.1L    :   5.97
  1298.4    54.2  2.758  266.8    2.3   1.95   3266.7  0.076T 1.00       -       -     -     -  
0.2L    :  12.60
  2408.0    55.7  3.472  266.1    2.9   2.45   4198.0  0.060T 1.00    993.1   993.1    4.23    -  
0.3L    :  19.23
  3166.1    57.2  3.472  266.2    2.9   2.45   4315.0  0.060T 1.00    899.2   899.2    4.80    -  
0.4L    :  25.87
  3616.5    58.7  3.472  266.3    2.9   2.45   4432.1  0.060T 1.00    846.2   846.2    5.24    -  
0.5L    :  32.50
  3735.5    58.7  3.472  266.3    2.9   2.45   4432.1  0.060T 1.00    825.8   825.8    5.37    -  
0.6L    :  39.13
  3616.5    58.7  3.472  266.3    2.9   2.45   4432.1  0.060T 1.00    846.2   846.2    5.24    -  
0.7L    :  45.77
  3166.1    57.2  3.472  266.2    2.9   2.45   4315.0  0.060T 1.00    899.2   899.2    4.80    -  
0.8L    :  52.40
  2408.0    55.7  3.472  266.1    2.9   2.45   4198.0  0.060T 1.00    993.1   993.1    4.23    -  
0.9L    :  59.03
  1298.4    54.2  2.758  266.8    2.3   1.95   3266.7  0.076T 1.00       -       -     -     -  
H/2     :  62.41
   599.4    53.5  2.309  267.3    1.9   1.64   2708.9  0.091T 1.00       -       -     -     -  
Transfer:  62.67
   541.6    53.4  2.275  267.3    1.9   1.61   2666.3  0.092T 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 1-8; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.008
        M   2.00 Fb     0.195
 
  2   2 E  50.00 Ft     0.296
        M   2.00 Fb     0.161
 
  3   2 E   6.00 Ft     0.248
        M   6.00 Fb     0.401
 
  4   2 E   6.00 Ft     0.200
        M   6.00 Fb     0.642
 
  5   2 E   6.00 Ft     0.151
        M   6.00 Fb     0.882
 
  6   2 E   2.00 Ft     0.068
        M   2.00 Fb     1.151
 
  7   2 E   2.00 Ft    -0.015
        M   2.00 Fb     1.420
 
  8   2 E   2.00 Ft    -0.098
        M   2.00 Fb     1.689
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 66.33            Release Length, ft: 66.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  16
No. of strands, Draped:   2           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.71 %               Final losses: 11.84 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.689     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.098       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4432.13     3735.54     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   0.073     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.746     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.413    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.519     Midspan
    Pre.Bot:                                                             2.000   0.617    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.796  1.80      1.433  2.20      1.752
Self Wt.       :      -0.261  1.85     -0.482  2.40     -0.625
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          :       0.536            0.951            1.127
 
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   65.00
     DC  Line       0.076      0.00       0.076   65.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    32.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 66.333 ft
Release length = 66.333 ft
Design  length = 65.000 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)  : 0.809   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.901   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.992   (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           1466.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           704468 in4#
Ht. of c.g.           =        24.64 in             41.11 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 = 0.9290

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59     5.97    12.60    19.23    25.87    32.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    753.0    767.6    767.6    767.6    767.6    767.6    767.6    767.6
  Yb      ,  in    24.55    24.25    24.25    24.23    24.19    24.16    24.12    24.12
  MI(Ixx) , in4   286833   290458   290492   290948   291907   292948   294072   294072
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1470.6   1484.7   1484.7   1484.7   1484.7   1484.7   1484.7   1484.7
  Yb      ,  in    41.02    40.71    40.71    40.70    40.68    40.67    40.65    40.65
  MI(Ixx) , in4   708508   723079   723147   724038   725852   727746   729720   729720

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  16 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 26.53 ft from member end )
END PATTERN (Ycg = 9.50 in):
     8 @  2.000 in     6 @  6.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in
(B) Straight:
     8 @  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     =    3.47 in2      Initial Pull          =      680.6 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        =  12.682 kips     Beam Shrtng (PL/AE)   =      0.159 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)       
-------------------------------------------------------------------------------------
      1062.532         740 786.274     12.775 51740.082   828.921     419.884        
 
 
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      8.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00       8.6670     11.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      11.6670     16.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      16.6670     49.6663    Yes
      2      US#5[M16]       60.00        0.62      15.00      49.6663     54.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      54.6663     57.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      57.6663     60.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      60.6663     63.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00      63.6663     64.0833    Yes
      2      US#6[M19]       60.00        0.88       4.50      64.0833     65.9583    Yes
      2      US#6[M19]       60.00        0.88       3.00      65.9583     66.2083    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 66.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.4720 in2       Ycg =  3.50 in
         P_init    =      680.6 kips  Ecc = 21.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.22 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.436 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.55 ksi    0.00 ksi
    due to Composite Loads                                 -0.92 ksi    0.00 ksi
    due to Live Loads                                      -3.73 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.26 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.22 ksi  ( 4.71 %)            14.37 ksi ( 7.33 %)
Total Prestress Losses                                    23.59 ksi (12.04 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.4 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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    57.0    63.1   137.4   257.5   343.3   394.8   411.9
(Max)       V      25.3    23.5    23.3    20.7    15.5    10.3     5.2     0.0
DL-Prec.  : M       0.0     8.2     9.0    19.6    36.8    49.1    56.5    58.9
DC(Max)     V       3.6     3.4     3.3     3.0     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    58.8    65.1   141.7   265.7   354.2   407.3   425.0
Haunch (Max)V      26.2    24.3    24.1    21.4    16.0    10.7     5.3     0.0
Diaphragm : M       0.0     0.3     0.3     0.7     1.6     2.4     3.2     4.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.6    24.0    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     8.9     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9    13.2    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   184.5   204.2   440.9   811.9  1057.2  1201.4  1231.3
            V     102.0    96.8    96.3    88.7    75.0    61.3    43.9    30.1
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   102.0    96.8    96.3    88.7    75.6    63.0    50.8    39.0
            M       0.0   188.1   207.8   440.9   776.6   987.9  1071.5  1034.3
Total     : M+      0.0   342.4   379.0   821.3  1525.1  2008.4  2295.7  2373.9
            V     172.2   162.0   160.9   146.1   118.0    90.0    58.3    30.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   172.2   162.0   160.9   146.1   118.6    91.7    65.2    39.2
            M       0.0   346.0   382.6   821.3  1489.8  1939.1  2165.8  2176.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.41   62.67   65.00
Self wt.  : M     394.8   343.3   257.5   137.4    63.1    57.0     0.0
(Max)       V       5.2    10.3    15.5    20.7    23.3    23.5    25.3
DL-Prec.  : M      56.5    49.1    36.8    19.6     9.0     8.2     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.3     3.4     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     407.3   354.2   265.7   141.7    65.1    58.8     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.1    24.3    26.2
Diaphragm : M       3.2     2.4     1.6     0.7     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     149.8   130.3    97.7    52.1    24.0    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     8.9     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8    13.2    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
LL + I    : M+   1201.4  1057.2   811.9   440.9   204.2   184.5     0.0
            V      43.9    61.3    75.0    88.7    96.3    96.8   102.0
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    50.8    63.0    75.6    88.7    96.3    96.8   102.0
            M    1071.5   987.9   776.6   440.9   207.8   188.1     0.0
Total     : M+   2295.7  2008.4  1525.1   821.3   379.0   342.4     0.0
            V      58.3    90.0   118.0   146.1   160.9   162.0   172.2
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    65.2    91.7   118.6   146.1   160.9   162.0   172.2
            M    2165.8  1939.1  1489.8   821.3   382.6   346.0     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               25.3             25.3
Deck+Haunch            26.2             26.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.6              3.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           48.1             48.1
DL-Comp.(DW)           26.5             26.5
Live                   82.5             82.5
        Truck          61.7             61.7
        Lane           20.8             20.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    57.0    63.1   137.4   257.5   343.3   394.8   411.9
(Max)       V      25.3    23.5    23.3    20.7    15.5    10.3     5.2     0.0
DL-Prec.  : M       0.0     8.2     9.0    19.6    36.8    49.1    56.5    58.9
DC(Max)     V       3.6     3.4     3.3     3.0     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    58.8    65.1   141.7   265.7   354.2   407.3   425.0
Haunch (Max)V      26.2    24.3    24.1    21.4    16.0    10.7     5.3     0.0
Diaphragm : M       0.0     0.3     0.3     0.7     1.6     2.4     3.2     4.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.6    24.0    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     8.9     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0    11.9    13.2    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     0.0
LL + I    : M+      0.0   147.6   163.3   352.7   649.5   845.7   961.2   985.1
            V      81.6    77.5    77.0    71.0    60.0    49.0    35.1    24.1
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    81.6    77.5    77.0    71.0    60.5    50.4    40.6    31.2
            M       0.0   150.5   166.3   352.7   621.3   790.3   857.2   827.5
Total     : M+      0.0   305.5   338.1   733.1  1362.7  1796.9  2055.4  2127.6
            V     151.8   142.6   141.6   128.3   103.0    77.8    49.5    24.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   151.8   142.6   141.6   128.3   103.5    79.1    55.1    31.4
            M       0.0   308.4   341.1   733.1  1334.5  1741.5  1951.5  1970.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.41   62.67   65.00
Self wt.  : M     394.8   343.3   257.5   137.4    63.1    57.0     0.0
(Max)       V       5.2    10.3    15.5    20.7    23.3    23.5    25.3
DL-Prec.  : M      56.5    49.1    36.8    19.6     9.0     8.2     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.3     3.4     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     407.3   354.2   265.7   141.7    65.1    58.8     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.1    24.3    26.2
Diaphragm : M       3.2     2.4     1.6     0.7     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     149.8   130.3    97.7    52.1    24.0    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     8.9     8.9     9.6
DL-Comp   : M      82.7    71.9    53.9    28.8    13.2    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
LL + I    : M+    961.2   845.7   649.5   352.7   163.3   147.6     0.0
            V      35.1    49.0    60.0    71.0    77.0    77.5    81.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.6    50.4    60.5    71.0    77.0    77.5    81.6
            M     857.2   790.3   621.3   352.7   166.3   150.5     0.0
Total     : M+   2055.4  1796.9  1362.7   733.1   338.1   305.5     0.0
            V      49.5    77.8   103.0   128.3   141.6   142.6   151.8
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    55.1    79.1   103.5   128.3   141.6   142.6   151.8
            M    1951.5  1741.5  1334.5   733.1   341.1   308.4     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    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    71.3    78.9   171.7   321.9   429.1   493.5   514.9
(Max)       V      31.7    29.4    29.2    25.9    19.4    12.9     6.5     0.0
Self wt.  : M       0.0    51.3    56.8   123.6   231.7   309.0   355.3   370.7
(Min)       V      22.8    21.2    21.0    18.6    14.0     9.3     4.7     0.0
DL-Prec.  : M       0.0    10.2    11.3    24.6    46.0    61.4    70.6    73.7
DC(Max)     V       4.5     4.2     4.2     3.7     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     7.3     8.1    17.7    33.1    44.2    50.8    53.0
DC(Min)     V       3.3     3.0     3.0     2.7     2.0     1.3     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    73.6    81.4   177.2   332.1   442.8   509.2   531.3
Haunch (Max)V      32.7    30.3    30.1    26.7    20.0    13.3     6.7     0.0
Deck +    : M       0.0    53.0    58.6   127.6   239.1   318.8   366.6   382.5
Haunch (Min)V      23.5    21.9    21.7    19.2    14.4     9.6     4.8     0.0
Diaphragm : M       0.0     0.4     0.4     0.9     2.0     3.0     4.0     5.1
(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     0.7     1.4     2.2     2.9     3.7
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    27.1    29.9    65.2   122.1   162.8   187.3   195.4
DC(Max)     V      12.0    11.2    11.1     9.8     7.4     4.9     2.5     0.0
DL-Comp   : M       0.0    19.5    21.6    46.9    87.9   117.2   134.8   140.7
DC(Min)     V       8.7     8.0     8.0     7.1     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    17.9    19.8    43.1    80.9   107.8   124.0   129.4
DW(Max)     V       8.0     7.4     7.3     6.5     4.9     3.3     1.6     0.0
DL-Comp   : M       0.0     7.8     8.6    18.7    35.0    46.7    53.7    56.1
DW(Min)     V       3.5     3.2     3.2     2.8     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   322.9   357.3   771.6  1420.7  1850.1  2102.5  2154.9
            V     178.6   169.5   168.4   155.3   131.3   107.3    76.7    52.7
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   178.6   169.5   168.4   155.3   132.3   110.2    88.9    68.3
            M       0.0   329.2   363.7   771.6  1359.1  1728.8  1875.2  1810.1
Total     : M+      0.0   523.3   579.1  1254.3  2325.7  3057.0  3491.0  3604.6
            V     267.6   252.1   250.4   228.0   185.9   143.7    95.0    52.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   267.6   252.1   250.4   228.0   186.9   146.7   107.2    68.5
            M       0.0   529.5   585.5  1254.3  2264.1  2935.7  3263.7  3259.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.41   62.67   65.00
Self wt.  : M     493.5   429.1   321.9   171.7    78.9    71.3     0.0
(Max)       V       6.5    12.9    19.4    25.9    29.2    29.4    31.7
Self wt.  : M     355.3   309.0   231.7   123.6    56.8    51.3     0.0
(Min)       V       4.7     9.3    14.0    18.6    21.0    21.2    22.8
DL-Prec.  : M      70.6    61.4    46.0    24.6    11.3    10.2     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.2     4.2     4.5
DL-Prec.  : M      50.8    44.2    33.1    17.7     8.1     7.3     0.0
DC(Min)     V       0.7     1.3     2.0     2.7     3.0     3.0     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     509.2   442.8   332.1   177.2    81.4    73.6     0.0
Haunch (Max)V       6.7    13.3    20.0    26.7    30.1    30.3    32.7
Deck +    : M     366.6   318.8   239.1   127.6    58.6    53.0     0.0
Haunch (Min)V       4.8     9.6    14.4    19.2    21.7    21.9    23.5
Diaphragm : M       4.0     3.0     2.0     0.9     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.9     2.2     1.4     0.7     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     187.3   162.8   122.1    65.2    29.9    27.1     0.0
DC(Max)     V       2.5     4.9     7.4     9.8    11.1    11.2    12.0
DL-Comp   : M     134.8   117.2    87.9    46.9    21.6    19.5     0.0
DC(Min)     V       1.8     3.5     5.3     7.1     8.0     8.0     8.7
DL-Comp   : M     124.0   107.8    80.9    43.1    19.8    17.9     0.0
DW(Max)     V       1.6     3.3     4.9     6.5     7.3     7.4     8.0
DL-Comp   : M      53.7    46.7    35.0    18.7     8.6     7.8     0.0
DW(Min)     V       0.7     1.4     2.1     2.8     3.2     3.2     3.5
LL + I    : M+   2102.5  1850.1  1420.7   771.6   357.3   322.9     0.0
            V      76.7   107.3   131.3   155.3   168.4   169.5   178.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    88.9   110.2   132.3   155.3   168.4   169.5   178.6
            M    1875.2  1728.8  1359.1   771.6   363.7   329.2     0.0
Total     : M+   3491.0  3057.0  2325.7  1254.3   579.1   523.3     0.0
            V      95.0   143.7   185.9   228.0   250.4   252.1   267.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   107.2   146.7   186.9   228.0   250.4   252.1   267.6
            M    3263.7  2935.7  2264.1  1254.3   585.5   529.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.7             31.7
Deck+Haunch            32.7             32.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            4.5              4.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           60.1             60.1
DL-Comp.(DW)           39.8             39.8
Live                  144.3            144.3
        Truck         107.9            107.9
        Lane           36.4             36.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    5.97   12.60   19.23   25.87   32.50
Self wt.  : M       0.0    57.0    63.1   137.4   257.5   343.3   394.8   411.9
(Max)       V      25.3    23.5    23.3    20.7    15.5    10.3     5.2     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     8.2     9.0    19.6    36.8    49.1    56.5    58.9
DC(Max)     V       3.6     3.4     3.3     3.0     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    58.8    65.1   141.7   265.7   354.2   407.3   425.0
Haunch (Max)V      26.2    24.3    24.1    21.4    16.0    10.7     5.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     0.7     1.6     2.4     3.2     4.1
(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    21.6    24.0    52.1    97.7   130.3   149.8   156.3
DC(Max)     V       9.6     8.9     8.9     7.9     5.9     3.9     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.9    13.2    28.8    53.9    71.9    82.7    86.3
DW(Max)     V       5.3     4.9     4.9     4.3     3.3     2.2     1.1     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   182.4   201.6   428.6   759.1   979.9  1077.2  1020.8
            V     103.5    97.9    97.2    89.1    74.7    58.6    44.2    34.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   103.5    97.9    97.2    89.1    74.7    60.4    47.2    36.5
            M       0.0   182.4   201.6   428.6   759.1   935.7   984.2   956.4
Total     : M+      0.0   340.3   376.4   809.0  1472.3  1931.0  2171.5  2163.3
            V     173.7   163.0   161.8   146.4   117.8    87.4    58.7    34.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   173.7   163.0   161.8   146.4   117.8    89.1    61.6    36.6
            M       0.0   340.3   376.4   809.0  1472.3  1886.9  2078.5  2098.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    39.13   45.77   52.40   59.03   62.41   62.67   65.00
Self wt.  : M     394.8   343.3   257.5   137.4    63.1    57.0     0.0
(Max)       V       5.2    10.3    15.5    20.7    23.3    23.5    25.3
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      56.5    49.1    36.8    19.6     9.0     8.2     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.3     3.4     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     407.3   354.2   265.7   141.7    65.1    58.8     0.0
Haunch (Max)V       5.3    10.7    16.0    21.4    24.1    24.3    26.2
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       3.2     2.4     1.6     0.7     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     149.8   130.3    97.7    52.1    24.0    21.6     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     8.9     8.9     9.6
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      82.7    71.9    53.9    28.8    13.2    11.9     0.0
DW(Max)     V       1.1     2.2     3.3     4.3     4.9     4.9     5.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1077.2   979.9   759.0   428.6   201.6   182.4     0.0
            V      44.2    58.6    74.7    89.1    97.2    97.9   103.5
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    47.2    60.4    74.7    89.1    97.2    97.9   103.5
            M     984.2   935.7   759.0   428.6   201.6   182.4     0.0
Total     : M+   2171.5  1931.0  1472.3   809.0   376.4   340.3     0.0
            V      58.7    87.4   117.8   146.4   161.8   163.0   173.7
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    61.6    89.1   117.8   146.4   161.8   163.0   173.7
            M    2078.5  1886.9  1472.3   809.0   376.4   340.3     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    6.63   13.27   19.90   26.53   33.17
 
Beam-Self
Precast-top    0.091   0.190   0.336   0.441   0.502   0.523 
Bottom        -0.074  -0.154  -0.273  -0.357  -0.405  -0.422 
 
Prestress
Precast-top   -0.189  -0.244  -0.343  -0.442  -0.539  -0.539 
Bottom         1.763   1.807   1.885   1.962   2.038   2.038 
 
Total
Precast-top   -0.098  -0.054  -0.007  -0.001  -0.037  -0.016 
Bottom         1.689   1.652   1.612   1.605   1.632   1.615 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.00 %)
             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    5.97   12.60   19.23   25.87   32.50
 
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   0.011   0.012   0.027   0.050   0.067   0.077   0.080 
Precast-top   -0.031  -0.008   0.006   0.169   0.416   0.567   0.622   0.671 
Bottom         0.354   1.422   1.409   1.254   1.017   0.869   0.810   0.766 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.63   13.27   19.90   26.53   33.17
 
Beam-Self
Precast-top    0.091   0.190   0.336   0.441   0.502   0.523 
Bottom        -0.074  -0.154  -0.273  -0.357  -0.405  -0.422 
 
Prestress
Precast-top   -0.189  -0.244  -0.343  -0.442  -0.539  -0.539 
Bottom         1.763   1.807   1.885   1.962   2.038   2.038 
 
Total
Precast-top   -0.098  -0.054  -0.007  -0.001  -0.037  -0.016 
Bottom         1.689   1.652   1.612   1.605   1.632   1.615 
 
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 = 11.00 %)
             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    5.97   12.60   19.23   25.87   32.50
 
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    5.97   12.60   19.23   25.87   32.50
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   0.066   0.073   0.156   0.277   0.357   0.394   0.377 
Precast-top   -0.016   0.036   0.047   0.179   0.375   0.499   0.547   0.559 
Bottom         0.177   0.588   0.568   0.338  -0.002  -0.222  -0.315  -0.300 
 

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
    267.6    6.5   58.5    0.443   2.5   6.00e-3 50.0    271.5     1.109    2.347      0.06
      0.0    0.4   58.3     42.0 0.156      23.4 0.87    12.00     0.092    1.602 
Transfer:   3.00
    252.1    6.5   58.5    1.994  11.3   1.84e-3 35.5    215.6     0.533    1.760      0.00
    529.5    1.8   57.6    189.0 0.144      53.3 2.01    12.00     0.092    1.711 
Critical:   5.46
    235.8    6.5   58.5    2.281  11.3   0.27e-3 30.0    145.5     0.292    1.760      0.00
   1023.1    2.1   57.5    189.0 0.134     105.2 3.98    12.00     0.092    1.826 
0.1L    :   6.63
    228.0    6.5   58.5    2.417  11.3   0.32e-3 30.1    139.9     0.283    0.827      0.00
   1254.3    2.2   57.4    189.0 0.130     102.2 3.87    12.00     0.092    1.886 
0.2L    :  13.27
    186.9    6.5   55.7    3.472  11.3   0.19e-3 29.7     91.7     0.192    0.496      0.00
   2264.1    2.8   54.4    189.0 0.111     104.7 4.19    24.00     0.092    1.698 
0.3L    :  19.90
    146.7    6.5   57.2    3.472  11.3   1.11e-3 32.9     84.5     0.196    0.413      0.00
   2935.7    2.8   55.9    189.0 0.084      67.2 2.62    24.00     0.092    1.577 
0.4L    :  26.53
    107.2    6.5   58.7    3.472   0.0   1.35e-3 33.7     56.3     0.131    0.413      0.00
   3263.7    2.8   57.4    189.0 0.064      62.8 2.38    24.00     0.092    2.017 
0.5L    :  33.17
     68.5    6.5   58.7    3.472   0.0   0.95e-3 32.3      2.3     0.092    0.413      0.00
   3259.8    2.8   57.4    189.0 0.041      73.8 2.80    24.00     0.092    3.432 
0.6L    :  39.80
    107.2    6.5   58.7    3.472   0.0   1.35e-3 33.7     56.3     0.131    0.413      0.00
   3263.7    2.8   57.4    189.0 0.064      62.8 2.38    24.00     0.092    2.017 
0.7L    :  46.43
    146.7    6.5   57.2    3.472  11.3   1.11e-3 32.9     84.5     0.196    0.413      0.00
   2935.7    2.8   55.9    189.0 0.084      67.2 2.62    24.00     0.092    1.577 
0.8L    :  53.07
    186.9    6.5   55.7    3.472  11.3   0.19e-3 29.7     91.7     0.192    0.496      0.00
   2264.1    2.8   54.4    189.0 0.111     104.7 4.19    24.00     0.092    1.698 
0.9L    :  59.70
    228.0    6.5   58.5    2.417  11.3   0.32e-3 30.1    139.9     0.283    0.827      0.00
   1254.3    2.2   57.4    189.0 0.130     102.2 3.87    12.00     0.092    1.886 
Critical:  60.88
    235.8    6.5   58.5    2.281  11.3   0.27e-3 30.0    145.5     0.292    1.760      0.00
   1023.1    2.1   57.5    189.0 0.134     105.2 3.98    12.00     0.092    1.826 
Transfer:  63.33
    252.1    6.5   58.5    1.994  11.3   1.84e-3 35.5    215.6     0.533    1.760      0.00
    529.5    1.8   57.6    189.0 0.144      53.3 2.01    12.00     0.092    1.711 
Bearing :  65.67
    267.6    6.5   58.5    0.443   2.5   6.00e-3 50.0    271.5     1.109    2.347      0.06
      0.0    0.4   58.3     42.0 0.156      23.4 0.87    12.00     0.092    1.602 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  680.58
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.36
 
 
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
    267.6      5.10     58.54    0.41       58.33    24.00      0.300      0.949      0.000      2.347 
Transfer:      2.33
    252.1      4.86     58.54    1.84       57.62    24.00      0.300      0.871      0.000      1.760 
Critical:      4.79
    235.8      4.56     58.54    2.10       57.49    24.00      0.300      0.769      0.000      1.760 
0.1L    :      5.97
    228.0      4.41     58.54    2.22       57.43    24.00      0.300      0.721      0.000      0.827 
0.2L    :     12.60
    186.9      3.82     55.75    2.78       54.36    24.00      0.300      0.523      0.000      0.496 
0.3L    :     19.23
    146.7      2.92     57.25    2.78       55.86    24.00      0.300      0.223      0.000      0.413 
0.4L    :     25.87
    107.2      2.08     58.75    2.78       57.36    24.00      0.300      0.000      0.000      0.413 
0.5L    :     32.50
     68.5      1.33     58.75    2.78       57.36    24.00      0.300      0.000      0.000      0.413 
0.6L    :     39.13
    107.2      2.08     58.75    2.78       57.36    24.00      0.300      0.000      0.000      0.413 
0.7L    :     45.77
    146.7      2.92     57.25    2.78       55.86    24.00      0.300      0.223      0.000      0.413 
0.8L    :     52.40
    186.9      3.82     55.75    2.78       54.36    24.00      0.300      0.523      0.000      0.496 
0.9L    :     59.03
    228.0      4.41     58.54    2.22       57.43    24.00      0.300      0.721      0.000      0.827 
Critical:     60.21
    235.8      4.56     58.54    2.10       57.49    24.00      0.300      0.769      0.000      1.760 
Transfer:     62.67
    252.1      4.86     58.54    1.84       57.62    24.00      0.300      0.871      0.000      1.760 
Bearing :     65.00
    267.6      5.10     58.54    0.41       58.33    24.00      0.300      0.949      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 = 5.97 ft
Prestress      :       0.278  1.80      0.501  2.20      0.612
Self Wt.       :      -0.083  1.85     -0.153  2.40     -0.198
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          :       0.196            0.348            0.414
 
At 0.2 x L = 12.60 ft
Prestress      :       0.502  1.80      0.904  2.20      1.104
Self Wt.       :      -0.156  1.85     -0.288  2.40     -0.374
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          :       0.346            0.615            0.730
 
At 0.3 x L = 19.23 ft
Prestress      :       0.665  1.80      1.196  2.20      1.462
Self Wt.       :      -0.213  1.85     -0.393  2.40     -0.510
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.452            0.803            0.952
 
At 0.4 x L = 25.87 ft
Prestress      :       0.762  1.80      1.372  2.20      1.677
Self Wt.       :      -0.248  1.85     -0.459  2.40     -0.595
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          :       0.514            0.913            1.082
 
At 0.5 x L = 32.50 ft
Prestress      :       0.796  1.80      1.433  2.20      1.752
Self Wt.       :      -0.261  1.85     -0.482  2.40     -0.625
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          :       0.536            0.951            1.127
 
At 0.6 x L = 39.13 ft
Prestress      :       0.762  1.80      1.372  2.20      1.677
Self Wt.       :      -0.248  1.85     -0.459  2.40     -0.595
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          :       0.514            0.913            1.082
 
At 0.7 x L = 45.77 ft
Prestress      :       0.665  1.80      1.196  2.20      1.462
Self Wt.       :      -0.213  1.85     -0.393  2.40     -0.510
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.452            0.803            0.952
 
At 0.8 x L = 52.40 ft
Prestress      :       0.502  1.80      0.904  2.20      1.104
Self Wt.       :      -0.156  1.85     -0.288  2.40     -0.374
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          :       0.346            0.615            0.730
 
At 0.9 x L = 59.03 ft
Prestress      :       0.278  1.80      0.501  2.20      0.612
Self Wt.       :      -0.083  1.85     -0.153  2.40     -0.198
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          :       0.196            0.348            0.414
 

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
   523.3    53.4  2.279  266.9    2.2   1.84   2662.0  0.081T 1.00       -       -     -     -  
H/2     :   2.59
   579.1    53.5  2.314  266.9    2.2   1.86   2704.4  0.079T 1.00       -       -     -     -  
0.1L    :   5.97
  1254.3    54.2  2.763  266.4    2.6   2.22   3258.6  0.066T 1.00       -       -     -     -  
0.2L    :  12.60
  2325.7    55.7  3.472  265.6    3.3   2.78   4176.8  0.052T 1.00   1007.7  1007.7    4.14    -  
0.3L    :  19.23
  3057.0    57.2  3.472  265.7    3.3   2.78   4293.8  0.052T 1.00    924.1   924.1    4.65    -  
0.4L    :  25.87
  3491.0    58.7  3.472  265.8    3.3   2.78   4410.9  0.052T 1.00    877.3   877.3    5.03    -  
0.5L    :  32.50
  3604.6    58.7  3.472  265.8    3.3   2.78   4410.9  0.052T 1.00    859.3   859.3    5.13    -  
0.6L    :  39.13
  3491.0    58.7  3.472  265.8    3.3   2.78   4410.9  0.052T 1.00    877.3   877.3    5.03    -  
0.7L    :  45.77
  3057.0    57.2  3.472  265.7    3.3   2.78   4293.8  0.052T 1.00    924.1   924.1    4.65    -  
0.8L    :  52.40
  2325.7    55.7  3.472  265.6    3.3   2.78   4176.8  0.052T 1.00   1007.7  1007.7    4.14    -  
0.9L    :  59.03
  1254.3    54.2  2.763  266.4    2.6   2.22   3258.6  0.066T 1.00       -       -     -     -  
H/2     :  62.41
   579.1    53.5  2.314  266.9    2.2   1.86   2704.4  0.079T 1.00       -       -     -     -  
Transfer:  62.67
   523.3    53.4  2.279  266.9    2.2   1.84   2662.0  0.081T 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 1-8; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.008
        M   2.00 Fb     0.195
 
  2   2 E  50.00 Ft     0.296
        M   2.00 Fb     0.161
 
  3   2 E   6.00 Ft     0.248
        M   6.00 Fb     0.401
 
  4   2 E   6.00 Ft     0.200
        M   6.00 Fb     0.642
 
  5   2 E   6.00 Ft     0.151
        M   6.00 Fb     0.882
 
  6   2 E   2.00 Ft     0.068
        M   2.00 Fb     1.151
 
  7   2 E   2.00 Ft    -0.015
        M   2.00 Fb     1.420
 
  8   2 E   2.00 Ft    -0.098
        M   2.00 Fb     1.689
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 66.33            Release Length, ft: 66.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  16
No. of strands, Draped:   2           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.71 %               Final losses: 12.04 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       1.689     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.098       Trans
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4410.88     3604.61     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   0.080     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.671     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.422    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.559     Midspan
    Pre.Bot:                                                             2.000   0.588    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  32.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.796  1.80      1.433  2.20      1.752
Self Wt.       :      -0.261  1.85     -0.482  2.40     -0.625
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          :       0.536            0.951            1.127
 
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

