 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTD120 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 120 feet, girder spacing is 9.25 feet, and deck overhang width is 3 
                     feet and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) The hold-down location is at 0.35*(beam length)
                     (9) The beam lifting and supporting points are both assumed are 5.375 feet and 14 feet from 
                     the girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 7 ksi and 8 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_e2a8.tmp\BTD120-0_35\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       44.000
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.834
Number of spans         =            1
Number of lanes         =            3
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       34.000
Bridge c/s,MI(Ixx), in4 =   3440264.00
 
SPAN DATA
---------
Precast length    , ft =    121.330
Bearing-to-bearing, ft =    120.000
Release span      , ft =    121.330
 
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      =      8.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5362.700        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      7.000 
Eci ,ksi      =   5131.520
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.35L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: YES
------------------------------------------------
Left Barrier Weight, klf                 0.650
Right Barrier Weight, klf                0.650
Left Curb Weight, klf                    0.000
Right Curb Weight, klf                   0.000
Left Sidewalk, klf                       0.000
Right Sidewalk, klf                      0.000
Future Wearing Surface, ksf              0.020
Sacrificial Wearing Surface, in          0.750
Stay in Place Deck Forms, klf            0.000
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.052    0.00       0.052  120.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076  120.00   Sacrificial Wearing Surface
   1    2    DC Line        0.087    0.00       0.087  120.00   Sacrificial Wearing Surface
   1    3    DC Line        0.087    0.00       0.087  120.00   Sacrificial Wearing Surface
   1    4    DC Line        0.087    0.00       0.087  120.00   Sacrificial Wearing Surface
   1    5    DC Line        0.076    0.00       0.076  120.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   60.000
   1    2        0.500   60.000
   1    3        0.500   60.000
   1    4        0.500   60.000
   1    5        0.250   60.000
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.035    0.00       0.035  120.00   Additional Haunch Load
   1    DC Line        0.740    0.00       0.740  120.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  120.00   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   0.042*     0.045 NG     
 
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              7.00 ksi 
  Elasticity          5131.5 ksi 
  Max comp              4.55 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.63 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      8.00 ksi    4.00 ksi 
  Elasticity 5362.70 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.80 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.60 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    3.20 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.54 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    7.00        8.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    7.00        8.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    7.00        8.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    7.00        8.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    7.00        8.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 44 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 42.47 ft from member end )
 
END PATTERN (Ycg = 11.82 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @ 44.000 in 
  2 @ 46.000 in  2 @ 48.000 in  2 @ 50.000 in                
 
MID PATTERN (Ycg = 4.18 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   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  14.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  22.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.6670  35.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  35.1670  86.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  86.1631  98.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  98.6631 106.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 106.6631 115.6631 Yes       
       2 US#6[M19]  60.0  0.88    6.00 115.6631 118.6631 Yes       
       2 US#6[M19]  60.0  0.88    5.00 118.6631 119.0801 Yes       
       2 US#6[M19]  60.0  0.88    3.00 119.0801 119.8301 Yes       
       2 US#6[M19]  60.0  0.88    2.75 119.8301 121.2051 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 120.0000       2.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
 44 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 42.47 ft from member end )
 
END PATTERN (Ycg = 11.82 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @ 44.000 in 
  2 @ 46.000 in  2 @ 48.000 in  2 @ 50.000 in                
 
MID PATTERN (Ycg = 4.18 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   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  14.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  22.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.6670  35.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  35.1670  86.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  86.1631  98.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  98.6631 106.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 106.6631 115.6631 Yes       
       2 US#6[M19]  60.0  0.88    6.00 115.6631 118.6631 Yes       
       2 US#6[M19]  60.0  0.88    5.00 118.6631 119.0801 Yes       
       2 US#6[M19]  60.0  0.88    3.00 119.0801 119.8301 Yes       
       2 US#6[M19]  60.0  0.88    2.75 119.8301 121.2051 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 120.0000       2.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
 44 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 42.47 ft from member end )
 
END PATTERN (Ycg = 11.82 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @ 44.000 in 
  2 @ 46.000 in  2 @ 48.000 in  2 @ 50.000 in                
 
MID PATTERN (Ycg = 4.18 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   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  14.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  22.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.6670  35.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  35.1670  86.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  86.1631  98.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  98.6631 106.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 106.6631 115.6631 Yes       
       2 US#6[M19]  60.0  0.88    6.00 115.6631 118.6631 Yes       
       2 US#6[M19]  60.0  0.88    5.00 118.6631 119.0801 Yes       
       2 US#6[M19]  60.0  0.88    3.00 119.0801 119.8301 Yes       
       2 US#6[M19]  60.0  0.88    2.75 119.8301 121.2051 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 120.0000       2.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
 44 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 42.47 ft from member end )
 
END PATTERN (Ycg = 11.82 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @ 44.000 in 
  2 @ 46.000 in  2 @ 48.000 in  2 @ 50.000 in                
 
MID PATTERN (Ycg = 4.18 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   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  14.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  22.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.6670  35.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  35.1670  86.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  86.1631  98.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  98.6631 106.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 106.6631 115.6631 Yes       
       2 US#6[M19]  60.0  0.88    6.00 115.6631 118.6631 Yes       
       2 US#6[M19]  60.0  0.88    5.00 118.6631 119.0801 Yes       
       2 US#6[M19]  60.0  0.88    3.00 119.0801 119.8301 Yes       
       2 US#6[M19]  60.0  0.88    2.75 119.8301 121.2051 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 120.0000       2.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
 44 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 42.47 ft from member end )
 
END PATTERN (Ycg = 11.82 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @ 44.000 in 
  2 @ 46.000 in  2 @ 48.000 in  2 @ 50.000 in                
 
MID PATTERN (Ycg = 4.18 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   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  14.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  22.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.6670  35.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  35.1670  86.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  86.1631  98.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  98.6631 106.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 106.6631 115.6631 Yes       
       2 US#6[M19]  60.0  0.88    6.00 115.6631 118.6631 Yes       
       2 US#6[M19]  60.0  0.88    5.00 118.6631 119.0801 Yes       
       2 US#6[M19]  60.0  0.88    3.00 119.0801 119.8301 Yes       
       2 US#6[M19]  60.0  0.88    2.75 119.8301 121.2051 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 120.0000       2.00 
 
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       0.052      0.00       0.052  120.00
     DC  Line       0.076      0.00       0.076  120.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    60.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 121.330 ft
Release length = 121.330 ft
Design  length = 120.000 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)  : 0.695   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.927   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.021   (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           1363.5 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           671193 in4#
Ht. of c.g.           =        24.64 in             39.81 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 = 0.7955

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    11.47    23.60    35.73    47.87    60.00
 
Precast: (At Release, using Ec =  5131.5 ksi )
  Area    , in2    758.4    792.3    792.3    792.3    792.3    792.3    792.3    792.3
  Yb      ,  in    24.48    23.91    23.90    23.82    23.70    23.58    23.52    23.52
  MI(Ixx) , in4   287454   293196   293248   295111   297997   301274   303060   303060
Composite: (At Final, using Ec =  5362.7 ksi )
  Area    , in2   1372.6   1404.6   1404.6   1404.6   1404.6   1404.6   1404.6   1404.6
  Yb      ,  in    39.62    38.97    38.97    38.92    38.86    38.79    38.76    38.76
  MI(Ixx) , in4   678360   703737   703843   707592   713047   718882   721943   721943

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.00  ksi   
  Elasticity         =     5131.5 ksi   
  Max comp           =       4.55 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.63 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.00 ksi           4.00 ksi
  Elasticity         =    5362.70 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.80 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.60 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           =       3.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.54 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  44 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 42.47 ft from member end )
END PATTERN (Ycg = 11.82 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @ 44.000 in
     2 @ 46.000 in     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 4.18 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  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     =    9.55 in2      Initial Pull          =     1871.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.602 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.503 ft
Holddown Force        =  27.952 kips     Beam Shrtng (PL/AE)   =      0.670 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)       
--------------------------------------------------------------------------------------
      5340.824         740 3952.210     23.367 94637.594  1435.971     759.592        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      1.5000    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.5000      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     14.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     22.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.6670     35.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      35.1670     86.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      86.1631     98.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      98.6631    106.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00     106.6631    115.6631    Yes
      2      US#6[M19]       60.00        0.88       6.00     115.6631    118.6631    Yes
      2      US#6[M19]       60.00        0.88       5.00     118.6631    119.0801    Yes
      2      US#6[M19]       60.00        0.88       3.00     119.0801    119.8301    Yes
      2      US#6[M19]       60.00        0.88       2.75     119.8301    121.2051    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 120.0000       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.5480 in2       Ycg =  4.18 in
         P_init    =     1871.6 kips  Ecc = 20.46 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5132 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.63 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.175 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.86 ksi    0.00 ksi
    due to Composite Loads                                 -2.56 ksi    0.00 ksi
    due to Live Loads                                      -7.14 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                         7.50 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.62 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.63 ksi  ( 9.00 %)             8.95 ksi ( 4.57 %)
Total Prestress Losses                                    26.59 ksi (13.56 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.4 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 : 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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   107.2   118.8   485.4   887.3  1174.4  1346.6  1404.0
(Max)       V      46.8    45.0    44.8    37.9    28.4    18.9     9.5     0.0
DL-Prec.  : M       0.0    17.6    19.5    79.8   145.8   193.0   221.3   230.7
DC(Max)     V       7.7     7.4     7.4     6.2     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   110.6   122.5   500.9   915.5  1211.7  1389.4  1448.7
Haunch (Max)V      48.3    46.4    46.2    39.1    29.3    19.5     9.8     0.0
Diaphragm : M       0.0     0.3     0.3     1.4     3.0     4.5     6.0     7.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    41.6    46.1   188.6   344.7   456.2   523.1   545.4
DC(Max)     V      18.2    17.5    17.4    14.7    11.0     7.4     3.7     0.0
DL-Comp   : M       0.0    22.4    24.9   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.4     7.9     5.9     4.0     2.0     0.0
LL + I    : M+      0.0   230.9   255.9  1041.0  1888.3  2474.3  2823.6  2922.1
            V     129.3   125.8   125.4   112.1    94.4    76.7    51.9    34.2
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   129.3   125.8   125.5   112.1    95.7    80.0    65.2    51.1
            M      -0.0   227.8   252.4  1007.8  1769.9  2241.4  2444.5  2401.7
Total     : M+      0.0   530.6   588.0  2398.7  4370.4  5759.9  6592.0  6852.4
            V     260.2   251.6   250.7   218.0   173.8   129.7    78.5    34.3
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   260.2   251.6   250.7   218.0   175.1   133.0    91.7    51.2
            M      -0.0   527.5   584.5  2365.4  4252.0  5527.0  6212.8  6332.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.41  117.67  120.00
Self wt.  : M    1346.6  1174.4   887.3   485.4   118.8   107.2     0.0
(Max)       V       9.5    18.9    28.4    37.9    44.8    45.0    46.8
DL-Prec.  : M     221.3   193.0   145.8    79.8    19.5    17.6     0.0
DC(Max)     V       1.6     3.1     4.7     6.2     7.4     7.4     7.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1389.4  1211.7   915.5   500.9   122.5   110.6     0.0
Haunch (Max)V       9.8    19.5    29.3    39.1    46.2    46.4    48.3
Diaphragm : M       6.0     4.5     3.0     1.4     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     523.1   456.2   344.7   188.6    46.1    41.6     0.0
DC(Max)     V       3.7     7.4    11.0    14.7    17.4    17.5    18.2
DL-Comp   : M     282.0   245.9   185.8   101.6    24.9    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.4     9.4     9.8
LL + I    : M+   2823.6  2474.3  1888.3  1041.0   255.9   230.9     0.0
            V      51.9    76.7    94.4   112.1   125.4   125.8   129.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    65.2    80.0    95.7   112.1   125.5   125.8   129.3
            M    2444.5  2241.4  1769.9  1007.8   252.4   227.8     0.0
Total     : M+   6592.0  5759.9  4370.4  2398.7   588.0   530.6     0.0
            V      78.5   129.7   173.8   218.0   250.7   251.6   260.2
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    91.7   133.0   175.1   218.0   250.7   251.6   260.2
            M    6212.8  5527.0  4252.0  2365.4   584.5   527.5     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               46.8             46.8
Deck+Haunch            48.3             48.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            7.7              7.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           90.9             90.9
DL-Comp.(DW)           49.0             49.0
Live                  104.8            104.8
        Truck          66.4             66.4
        Lane           38.4             38.4
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, 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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   107.2   118.8   485.4   887.3  1174.4  1346.6  1404.0
(Max)       V      46.8    45.0    44.8    37.9    28.4    18.9     9.5     0.0
DL-Prec.  : M       0.0    17.6    19.5    79.8   145.8   193.0   221.3   230.7
DC(Max)     V       7.7     7.4     7.4     6.2     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   110.6   122.5   500.9   915.5  1211.7  1389.4  1448.7
Haunch (Max)V      48.3    46.4    46.2    39.1    29.3    19.5     9.8     0.0
Diaphragm : M       0.0     0.3     0.3     1.4     3.0     4.5     6.0     7.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    41.6    46.1   188.6   344.7   456.2   523.1   545.4
DC(Max)     V      18.2    17.5    17.4    14.7    11.0     7.4     3.7     0.0
DL-Comp   : M       0.0    22.4    24.9   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.4     7.9     5.9     4.0     2.0     0.0
LL + I    : M+      0.0   184.7   204.7   832.8  1510.7  1979.5  2258.9  2337.7
            V     103.5   100.7   100.4    89.7    75.5    61.3    41.5    27.4
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   103.5   100.7   100.4    89.7    76.5    64.0    52.1    40.9
            M      -0.0   182.3   201.9   806.2  1415.9  1793.1  1955.6  1921.3
Total     : M+      0.0   484.4   536.9  2190.5  3992.7  5265.1  6027.3  6267.9
            V     234.4   226.5   225.6   195.6   155.0   114.4    68.1    27.5
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   234.4   226.5   225.6   195.6   156.0   117.0    78.7    41.0
            M      -0.0   481.9   534.0  2163.9  3898.0  5078.7  5724.0  5851.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.41  117.67  120.00
Self wt.  : M    1346.6  1174.4   887.3   485.4   118.8   107.2     0.0
(Max)       V       9.5    18.9    28.4    37.9    44.8    45.0    46.8
DL-Prec.  : M     221.3   193.0   145.8    79.8    19.5    17.6     0.0
DC(Max)     V       1.6     3.1     4.7     6.2     7.4     7.4     7.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1389.4  1211.7   915.5   500.9   122.5   110.6     0.0
Haunch (Max)V       9.8    19.5    29.3    39.1    46.2    46.4    48.3
Diaphragm : M       6.0     4.5     3.0     1.4     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     523.1   456.2   344.7   188.6    46.1    41.6     0.0
DC(Max)     V       3.7     7.4    11.0    14.7    17.4    17.5    18.2
DL-Comp   : M     282.0   245.9   185.8   101.6    24.9    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.4     9.4     9.8
LL + I    : M+   2258.9  1979.5  1510.7   832.8   204.7   184.7     0.0
            V      41.5    61.3    75.5    89.7   100.4   100.7   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    52.1    64.0    76.5    89.7   100.4   100.7   103.5
            M    1955.6  1793.1  1415.9   806.2   201.9   182.3     0.0
Total     : M+   6027.3  5265.1  3992.7  2190.5   536.9   484.4     0.0
            V      68.1   114.4   155.0   195.6   225.6   226.5   234.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    78.7   117.0   156.0   195.6   225.6   226.5   234.4
            M    5724.0  5078.7  3898.0  2163.9   534.0   481.9     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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   133.9   148.5   606.8  1109.1  1467.9  1683.2  1755.0
(Max)       V      58.5    56.2    56.0    47.3    35.5    23.7    11.8     0.0
Self wt.  : M       0.0    96.4   106.9   436.9   798.6  1056.9  1211.9  1263.6
(Min)       V      42.1    40.5    40.3    34.1    25.6    17.0     8.5     0.0
DL-Prec.  : M       0.0    22.0    24.4    99.7   182.3   241.2   276.6   288.4
DC(Max)     V       9.6     9.2     9.2     7.8     5.8     3.9     1.9     0.0
DL-Prec.  : M       0.0    15.8    17.6    71.8   131.2   173.7   199.1   207.6
DC(Min)     V       6.9     6.7     6.6     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   138.2   153.2   626.1  1144.4  1514.6  1736.8  1810.8
Haunch (Max)V      60.4    58.0    57.8    48.8    36.6    24.4    12.2     0.0
Deck +    : M       0.0    99.5   110.3   450.8   824.0  1090.5  1250.5  1303.8
Haunch (Min)V      43.5    41.8    41.6    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.4     0.4     1.8     3.7     5.6     7.5     9.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.3     2.7     4.0     5.4     6.7
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    52.0    57.7   235.7   430.8   570.2   653.9   681.7
DC(Max)     V      22.7    21.8    21.7    18.4    13.8     9.2     4.6     0.0
DL-Comp   : M       0.0    37.5    41.5   169.7   310.2   410.6   470.8   490.9
DC(Min)     V      16.4    15.7    15.7    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    33.7    37.3   152.5   278.7   368.9   423.0   441.0
DW(Max)     V      14.7    14.1    14.1    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    14.6    16.2    66.1   120.8   159.8   183.3   191.1
DW(Min)     V       6.4     6.1     6.1     5.2     3.9     2.6     1.3     0.0
LL + I    : M+      0.0   404.1   447.8  1821.8  3304.6  4330.1  4941.3  5113.6
            V     226.4   220.2   219.5   196.1   165.2   134.2    90.9    59.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   226.4   220.2   219.5   196.2   167.5   140.1   114.0    89.4
            M      -0.0   398.7   441.7  1763.6  3097.3  3922.4  4277.9  4202.9
Total     : M+      0.0   784.3   869.2  3544.3  6453.6  8498.6  9722.3 10100.0
            V     392.4   379.8   378.4   330.5   266.0   201.4   124.6    60.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   392.4   379.8   378.4   330.6   268.3   207.3   147.7    89.5
            M      -0.0   778.9   863.1  3486.1  6246.4  8090.9  9058.8  9189.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.41  117.67  120.00
Self wt.  : M    1683.2  1467.9  1109.1   606.8   148.5   133.9     0.0
(Max)       V      11.8    23.7    35.5    47.3    56.0    56.2    58.5
Self wt.  : M    1211.9  1056.9   798.6   436.9   106.9    96.4     0.0
(Min)       V       8.5    17.0    25.6    34.1    40.3    40.5    42.1
DL-Prec.  : M     276.6   241.2   182.3    99.7    24.4    22.0     0.0
DC(Max)     V       1.9     3.9     5.8     7.8     9.2     9.2     9.6
DL-Prec.  : M     199.1   173.7   131.2    71.8    17.6    15.8     0.0
DC(Min)     V       1.4     2.8     4.2     5.6     6.6     6.7     6.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1736.8  1514.6  1144.4   626.1   153.2   138.2     0.0
Haunch (Max)V      12.2    24.4    36.6    48.8    57.8    58.0    60.4
Deck +    : M    1250.5  1090.5   824.0   450.8   110.3    99.5     0.0
Haunch (Min)V       8.8    17.6    26.4    35.2    41.6    41.8    43.5
Diaphragm : M       7.5     5.6     3.7     1.8     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       5.4     4.0     2.7     1.3     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     653.9   570.2   430.8   235.7    57.7    52.0     0.0
DC(Max)     V       4.6     9.2    13.8    18.4    21.7    21.8    22.7
DL-Comp   : M     470.8   410.6   310.2   169.7    41.5    37.5     0.0
DC(Min)     V       3.3     6.6     9.9    13.2    15.7    15.7    16.4
DL-Comp   : M     423.0   368.9   278.7   152.5    37.3    33.7     0.0
DW(Max)     V       3.0     5.9     8.9    11.9    14.1    14.1    14.7
DL-Comp   : M     183.3   159.8   120.8    66.1    16.2    14.6     0.0
DW(Min)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
LL + I    : M+   4941.3  4330.1  3304.6  1821.8   447.8   404.1     0.0
            V      90.9   134.2   165.2   196.1   219.5   220.2   226.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   114.0   140.1   167.5   196.2   219.5   220.2   226.4
            M    4277.9  3922.4  3097.3  1763.6   441.7   398.7     0.0
Total     : M+   9722.3  8498.6  6453.6  3544.3   869.2   784.3     0.0
            V     124.6   201.4   266.0   330.5   378.4   379.8   392.4
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   147.7   207.3   268.3   330.6   378.4   379.8   392.4
            M    9058.8  8090.9  6246.4  3486.1   863.1   778.9     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               58.5             58.5
Deck+Haunch            60.4             60.4
Diaphragm               0.2              0.2
DL-Prec.(DC)            9.6              9.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          113.6            113.6
DL-Comp.(DW)           73.5             73.5
Live                  183.4            183.4
        Truck         116.2            116.2
        Lane           67.2             67.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, 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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   107.2   118.8   485.4   887.3  1174.4  1346.6  1404.0
(Max)       V      46.8    45.0    44.8    37.9    28.4    18.9     9.5     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    17.6    19.5    79.8   145.8   193.0   221.3   230.7
DC(Max)     V       7.7     7.4     7.4     6.2     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   110.6   122.5   500.9   915.5  1211.7  1389.4  1448.7
Haunch (Max)V      48.3    46.4    46.2    39.1    29.3    19.5     9.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.4     3.0     4.5     6.0     7.5
(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    41.6    46.1   188.6   344.7   456.2   523.1   545.4
DC(Max)     V      18.2    17.5    17.4    14.7    11.0     7.4     3.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    22.4    24.9   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.4     7.9     5.9     4.0     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   222.9   246.9   994.6  1773.3  2316.3  2606.2  2614.8
            V     125.5   122.4   122.1   110.7    95.9    72.6    57.8    43.0
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   125.5   122.4   122.1   110.7    95.9    81.1    66.3    51.5
            M       0.0   222.9   246.9   994.6  1773.3  2270.7  2486.8  2421.6
Total     : M+      0.0   522.6   579.1  2352.3  4255.4  5601.9  6374.5  6545.1
            V     256.3   248.2   247.3   216.6   175.3   125.6    84.4    43.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   256.3   248.2   247.3   216.6   175.3   134.1    92.9    51.6
            M       0.0   522.6   579.1  2352.3  4255.4  5556.3  6255.2  6351.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.41  117.67  120.00
Self wt.  : M    1346.6  1174.4   887.3   485.4   118.8   107.2     0.0
(Max)       V       9.5    18.9    28.4    37.9    44.8    45.0    46.8
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     221.3   193.0   145.8    79.8    19.5    17.6     0.0
DC(Max)     V       1.6     3.1     4.7     6.2     7.4     7.4     7.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1389.4  1211.7   915.5   500.9   122.5   110.6     0.0
Haunch (Max)V       9.8    19.5    29.3    39.1    46.2    46.4    48.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       6.0     4.5     3.0     1.4     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     523.1   456.2   344.7   188.6    46.1    41.6     0.0
DC(Max)     V       3.7     7.4    11.0    14.7    17.4    17.5    18.2
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     282.0   245.9   185.8   101.6    24.9    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.4     9.4     9.8
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+   2606.2  2316.3  1773.3   994.6   246.9   222.9     0.0
            V      57.8    72.6    95.9   110.7   122.1   122.4   125.5
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    66.3    81.1    95.9   110.7   122.1   122.4   125.5
            M    2486.8  2270.7  1773.3   994.6   246.9   222.9     0.0
Total     : M+   6374.5  5601.9  4255.4  2352.3   579.1   522.6     0.0
            V      84.4   125.6   175.3   216.6   247.3   248.2   256.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    92.9   134.1   175.3   216.6   247.3   248.2   256.3
            M    6255.2  5556.3  4255.4  2352.3   579.1   522.6     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.13   24.27   36.40   48.53   60.67   42.47
 
Beam-Self
Precast-top    0.171   0.634   1.121   1.461   1.663   1.732   1.579 
Bottom        -0.135  -0.500  -0.877  -1.132  -1.283  -1.337  -1.221 
 
Prestress
Precast-top   -0.064  -0.352  -0.729  -1.097  -1.278  -1.278  -1.278 
Bottom         4.289   4.504   4.780   5.043   5.170   5.170   5.170 
 
Total
Precast-top    0.107   0.282   0.392   0.364   0.385   0.455   0.301 
Bottom         4.154   4.004   3.903   3.911   3.887   3.834   3.950 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.02 %)
             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   11.47   23.60   35.73   47.87   60.00
 
Prestress
Precast-top    0.002  -0.055  -0.062  -0.306  -0.634  -0.954  -1.111  -1.111
Bottom         0.868   3.731   3.736   3.918   4.157   4.387   4.497   4.497
 
Self wt.
Precast-top   -0.000   0.132   0.146   0.596   1.083   1.423   1.625   1.695
Bottom        -0.000  -0.105  -0.116  -0.470  -0.847  -1.103  -1.254  -1.307
 
DL-Prec (DC)
Precast-top   -0.000   0.022   0.024   0.098   0.178   0.234   0.267   0.278
Bottom        -0.000  -0.017  -0.019  -0.077  -0.139  -0.181  -0.206  -0.215
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.002   0.004   0.005   0.007   0.009
Bottom        -0.000  -0.000  -0.000  -0.001  -0.003  -0.004  -0.006  -0.007
 
Deck + Haunch
Precast-top   -0.000   0.136   0.151   0.615   1.117   1.468   1.677   1.749
Bottom        -0.000  -0.108  -0.120  -0.485  -0.874  -1.138  -1.294  -1.349
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.015   0.059   0.108   0.142   0.162   0.169
Precast-top   -0.000   0.011   0.012   0.048   0.088   0.116   0.132   0.138
Bottom        -0.000  -0.028  -0.031  -0.124  -0.225  -0.295  -0.337  -0.351
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.032   0.058   0.077   0.088   0.091
Precast-top   -0.000   0.006   0.006   0.026   0.047   0.062   0.071   0.074
Bottom        -0.000  -0.015  -0.017  -0.067  -0.122  -0.159  -0.182  -0.189
 
LL+I(+)
Topping-top   -0.000   0.073   0.081   0.328   0.591   0.771   0.877   0.908
Precast-top   -0.000   0.059   0.066   0.266   0.481   0.628   0.715   0.740
Bottom        -0.000  -0.153  -0.170  -0.687  -1.235  -1.602  -1.819  -1.883
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.093   0.103   0.419   0.758   0.989   1.127   1.168 
Precast-top    0.002   0.311   0.343   1.344   2.364   2.983   3.384   3.572 
Bottom         0.868   3.304   3.264   2.005   0.713  -0.096  -0.600  -0.804 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.022   0.091   0.166   0.219   0.250   0.261 
Precast-top    0.002   0.251   0.277   1.078   1.883   2.355   2.669   2.832 
Bottom         0.868   3.458   3.434   2.692   1.948   1.506   1.219   1.078 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.13   24.27   36.40   48.53   60.67   42.47
 
Beam-Self
Precast-top    0.171   0.634   1.121   1.461   1.663   1.732   1.579 
Bottom        -0.135  -0.500  -0.877  -1.132  -1.283  -1.337  -1.221 
 
Prestress
Precast-top   -0.064  -0.352  -0.729  -1.097  -1.278  -1.278  -1.278 
Bottom         4.289   4.504   4.780   5.043   5.170   5.170   5.170 
 
Total
Precast-top    0.107   0.282   0.392   0.364   0.385   0.455   0.301 
Bottom         4.154   4.004   3.903   3.911   3.887   3.834   3.950 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.02 %)
             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   11.47   23.60   35.73   47.87   60.00
 
Prestress
Precast-top    0.002  -0.055  -0.062  -0.306  -0.634  -0.954  -1.111  -1.111
Bottom         0.868   3.731   3.736   3.918   4.157   4.387   4.497   4.497
 
Self wt.
Precast-top   -0.000   0.132   0.146   0.596   1.083   1.423   1.625   1.695
Bottom        -0.000  -0.105  -0.116  -0.470  -0.847  -1.103  -1.254  -1.307
 
DL-Prec (DC)
Precast-top   -0.000   0.022   0.024   0.098   0.178   0.234   0.267   0.278
Bottom        -0.000  -0.017  -0.019  -0.077  -0.139  -0.181  -0.206  -0.215
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.002   0.004   0.005   0.007   0.009
Bottom        -0.000  -0.000  -0.000  -0.001  -0.003  -0.004  -0.006  -0.007
 
Deck + Haunch
Precast-top   -0.000   0.136   0.151   0.615   1.117   1.468   1.677   1.749
Bottom        -0.000  -0.108  -0.120  -0.485  -0.874  -1.138  -1.294  -1.349
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.015   0.059   0.108   0.142   0.162   0.169
Precast-top   -0.000   0.011   0.012   0.048   0.088   0.116   0.132   0.138
Bottom        -0.000  -0.028  -0.031  -0.124  -0.225  -0.295  -0.337  -0.351
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.032   0.058   0.077   0.088   0.091
Precast-top   -0.000   0.006   0.006   0.026   0.047   0.062   0.071   0.074
Bottom        -0.000  -0.015  -0.017  -0.067  -0.122  -0.159  -0.182  -0.189
 
LL+I(+)
Topping-top   -0.000   0.058   0.065   0.262   0.473   0.617   0.702   0.726
Precast-top   -0.000   0.047   0.052   0.213   0.385   0.502   0.572   0.592
Bottom        -0.000  -0.123  -0.136  -0.550  -0.988  -1.282  -1.455  -1.506
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.079   0.087   0.353   0.639   0.835   0.952   0.987 
Precast-top    0.002   0.299   0.330   1.291   2.268   2.857   3.241   3.424 
Bottom         0.868   3.335   3.298   2.143   0.960   0.224  -0.236  -0.428 
 

 
 
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   11.47   23.60   35.73   47.87   60.00
F_LL+I(+)
Topping-top   -0.000   0.070   0.078   0.313   0.555   0.721   0.809   0.812
Precast-top   -0.000   0.057   0.063   0.254   0.452   0.588   0.660   0.662
Bottom        -0.000  -0.148  -0.164  -0.657  -1.160  -1.500  -1.679  -1.685
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.081   0.089   0.359   0.638   0.831   0.934   0.942 
Precast-top    0.001   0.183   0.202   0.793   1.393   1.765   1.995   2.078 
Bottom         0.434   1.581   1.553   0.690  -0.186  -0.747  -1.070  -1.146 
 

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
    392.4    6.5   58.2    1.142   5.4   6.00e-3 50.0    401.4     1.658    3.840      0.00
      0.0    1.1   57.7     41.9 0.144      29.3 0.87    12.00     0.116    1.732 
Transfer:   3.00
    379.8    6.5   58.2    5.151  24.3  -0.07e-3 28.8    233.7     0.460    1.760      0.00
    778.9    5.0   55.8    189.0 0.137     164.1 5.06    12.00     0.116    1.775 
Critical:   5.29
    367.4    6.5   58.2    5.865  24.3  -0.11e-3 28.6    215.2     0.423    1.760      0.00
   1469.1    5.6   55.5    189.0 0.133     168.7 5.23    12.00     0.116    1.826 
0.1L    :  12.13
    330.6    6.5   58.2    7.812  24.3  -0.10e-3 28.6    178.0     0.356    0.827      0.00
   3486.1    7.4   54.5    189.0 0.121     165.0 5.21    24.00     0.116    1.640 
0.2L    :  24.27
    268.3    6.5   54.8    9.548  24.3  -0.02e-3 28.9    128.7     0.278    0.496      0.00
   6246.4    7.4   51.1    189.0 0.103     145.1 4.89    24.00     0.116    1.338 
0.3L    :  36.40
    207.3    6.5   57.0    9.548  24.3   0.74e-3 31.6    110.5     0.255    0.413      0.00
   8090.9    7.4   53.3    189.0 0.074      95.5 3.09    24.00     0.116    1.297 
0.4L    :  48.53
    147.7    6.5   58.1    9.548   0.0   1.26e-3 33.4     86.3     0.210    0.413      0.00
   9058.8    7.4   54.3    189.0 0.058      77.9 2.47    24.00     0.116    1.511 
0.5L    :  60.67
     89.5    6.5   58.1    9.548   0.0   1.15e-3 33.0     18.2     0.116    0.413      0.00
   9189.3    7.4   54.3    189.0 0.035      81.3 2.57    24.00     0.116    2.553 
0.6L    :  72.80
    147.7    6.5   58.1    9.548   0.0   1.26e-3 33.4     86.3     0.210    0.413      0.00
   9058.8    7.4   54.3    189.0 0.058      77.9 2.47    24.00     0.116    1.511 
0.7L    :  84.93
    207.3    6.5   57.0    9.548  24.3   0.74e-3 31.6    110.5     0.255    0.413      0.00
   8090.9    7.4   53.3    189.0 0.074      95.5 3.09    24.00     0.116    1.297 
0.8L    :  97.06
    268.3    6.5   54.8    9.548  24.3  -0.02e-3 28.9    128.7     0.278    0.496      0.00
   6246.4    7.4   51.1    189.0 0.103     145.1 4.89    24.00     0.116    1.338 
0.9L    : 109.20
    330.6    6.5   58.2    7.812  24.3  -0.10e-3 28.6    178.0     0.356    0.827      0.00
   3486.1    7.4   54.5    189.0 0.121     165.0 5.21    24.00     0.116    1.640 
Critical: 116.04
    367.4    6.5   58.2    5.865  24.3  -0.11e-3 28.6    215.2     0.423    1.760      0.00
   1469.1    5.6   55.5    189.0 0.133     168.7 5.23    12.00     0.116    1.826 
Transfer: 118.33
    379.8    6.5   58.2    5.151  24.3  -0.07e-3 28.8    233.7     0.460    1.760      0.00
    778.9    5.0   55.8    189.0 0.137     164.1 5.06    12.00     0.116    1.775 
Bearing : 120.67
    392.4    6.5   58.2    1.142   5.4   6.00e-3 50.0    401.4     1.658    3.840      0.00
      0.0    1.1   57.7     41.9 0.144      29.3 0.87    12.00     0.116    1.732 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1871.60
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    3.74
 
 
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
    392.4      7.56     58.25    1.13       57.69    24.00      0.300      1.770      0.000      3.840 
Transfer:      2.33
    379.8      7.57     58.25    4.96       55.77    24.00      0.300      1.773      0.000      1.760 
Critical:      4.62
    367.5      7.36     58.25    5.59       55.46    24.00      0.300      1.704      0.000      1.760 
0.1L    :     11.47
    330.6      6.73     58.25    7.42       54.54    24.00      0.300      1.495      0.000      0.827 
0.2L    :     23.60
    268.3      5.84     54.80    7.43       51.08    24.00      0.300      1.195      0.000      0.496 
0.3L    :     35.73
    207.3      4.33     56.98    7.44       53.26    24.00      0.300      0.692      0.000      0.413 
0.4L    :     47.87
    147.7      3.02     58.07    7.45       54.34    24.00      0.300      0.257      0.000      0.413 
0.5L    :     60.00
     89.5      1.83     58.07    7.45       54.34    24.00      0.300      0.000      0.000      0.413 
0.6L    :     72.13
    147.7      3.02     58.07    7.45       54.34    24.00      0.300      0.257      0.000      0.413 
0.7L    :     84.27
    207.3      4.33     56.98    7.44       53.26    24.00      0.300      0.692      0.000      0.413 
0.8L    :     96.40
    268.3      5.84     54.80    7.43       51.08    24.00      0.300      1.195      0.000      0.496 
0.9L    :    108.53
    330.6      6.73     58.25    7.42       54.54    24.00      0.300      1.495      0.000      0.827 
Critical:    115.38
    367.5      7.36     58.25    5.59       55.46    24.00      0.300      1.704      0.000      1.760 
Transfer:    117.67
    379.8      7.57     58.25    4.96       55.77    24.00      0.300      1.773      0.000      1.760 
Bearing :    120.00
    392.4      7.56     58.25    1.13       57.69    24.00      0.300      1.770      0.000      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 11.47 ft
Prestress      :       2.046  1.80      3.683  2.20      4.502
Self Wt.       :      -0.788  1.85     -1.459  2.40     -1.892
Deck + Haunch  :                       -0.713  2.30     -1.640
DL-Prec. (DC)  :                       -0.114  3.00     -0.341
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.112  3.00     -0.336
DL-Comp. (DW)  :                       -0.060  3.00     -0.181
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 23.60 ft
Prestress      :       3.666  1.80      6.599  2.20      8.066
Self Wt.       :      -1.477  1.85     -2.733  2.40     -3.545
Deck + Haunch  :                       -1.376  2.30     -3.164
DL-Prec. (DC)  :                       -0.219  3.00     -0.657
Diaphragm      :                       -0.005  3.00     -0.016
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.216  3.00     -0.649
DL-Comp. (DW)  :                       -0.117  3.00     -0.350
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 35.73 ft
Prestress      :       4.815  1.80      8.667  2.20     10.593
Self Wt.       :      -2.000  1.85     -3.701  2.40     -4.801
Deck + Haunch  :                       -1.880  2.30     -4.325
DL-Prec. (DC)  :                       -0.299  3.00     -0.898
Diaphragm      :                       -0.008  3.00     -0.023
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.297  3.00     -0.890
DL-Comp. (DW)  :                       -0.160  3.00     -0.480
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 47.87 ft
Prestress      :       5.510  1.80      9.917  2.20     12.121
Self Wt.       :      -2.329  1.85     -4.309  2.40     -5.589
Deck + Haunch  :                       -2.198  2.30     -5.055
DL-Prec. (DC)  :                       -0.350  3.00     -1.050
Diaphragm      :                       -0.009  3.00     -0.027
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.347  3.00     -1.042
DL-Comp. (DW)  :                       -0.187  3.00     -0.562
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 60.00 ft
Prestress      :       5.756  1.80     10.361  2.20     12.664
Self Wt.       :      -2.446  1.85     -4.524  2.40     -5.869
Deck + Haunch  :                       -2.310  2.30     -5.314
DL-Prec. (DC)  :                       -0.368  3.00     -1.104
Diaphragm      :                       -0.010  3.00     -0.029
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.365  3.00     -1.095
DL-Comp. (DW)  :                       -0.197  3.00     -0.591
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 72.13 ft
Prestress      :       5.510  1.80      9.917  2.20     12.121
Self Wt.       :      -2.329  1.85     -4.309  2.40     -5.589
Deck + Haunch  :                       -2.198  2.30     -5.055
DL-Prec. (DC)  :                       -0.350  3.00     -1.050
Diaphragm      :                       -0.009  3.00     -0.027
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.347  3.00     -1.042
DL-Comp. (DW)  :                       -0.187  3.00     -0.562
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 84.27 ft
Prestress      :       4.815  1.80      8.667  2.20     10.593
Self Wt.       :      -2.000  1.85     -3.701  2.40     -4.801
Deck + Haunch  :                       -1.880  2.30     -4.325
DL-Prec. (DC)  :                       -0.299  3.00     -0.898
Diaphragm      :                       -0.008  3.00     -0.023
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.297  3.00     -0.890
DL-Comp. (DW)  :                       -0.160  3.00     -0.480
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 96.40 ft
Prestress      :       3.666  1.80      6.599  2.20      8.066
Self Wt.       :      -1.477  1.85     -2.733  2.40     -3.545
Deck + Haunch  :                       -1.376  2.30     -3.164
DL-Prec. (DC)  :                       -0.219  3.00     -0.657
Diaphragm      :                       -0.005  3.00     -0.016
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.216  3.00     -0.649
DL-Comp. (DW)  :                       -0.117  3.00     -0.350
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 108.53 ft
Prestress      :       2.046  1.80      3.683  2.20      4.502
Self Wt.       :      -0.788  1.85     -1.459  2.40     -1.892
Deck + Haunch  :                       -0.713  2.30     -1.640
DL-Prec. (DC)  :                       -0.114  3.00     -0.341
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.112  3.00     -0.336
DL-Comp. (DW)  :                       -0.060  3.00     -0.181
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
   784.3    51.0  6.295  261.3    5.8   4.96   6648.0  0.028T 1.00       -       -     -     -  
H/2     :   2.59
   869.2    51.0  6.393  261.2    5.9   5.04   6749.5  0.027T 1.00       -       -     -     -  
0.1L    :  11.47
  3544.3    52.6  9.548  257.5    8.7   7.42  10018.6  0.018T 1.00       -       -     -     -  
0.2L    :  23.60
  6453.6    54.8  9.548  257.9    8.7   7.43  10483.6  0.018T 1.00   7757.7  7757.7    1.35    -  
0.3L    :  35.73
  8498.6    57.0  9.548  258.4    8.8   7.44  10948.8  0.018T 1.00   7965.6  7965.6    1.37    -  
0.4L    :  47.87
  9722.3    58.1  9.548  258.6    8.8   7.45  11181.5  0.018T 1.00   8044.4  8044.4    1.39    -  
0.5L    :  60.00
 10100.0    58.1  9.548  258.6    8.8   7.45  11181.5  0.018T 1.00   7987.6  7987.6    1.40    -  
0.6L    :  72.13
  9722.3    58.1  9.548  258.6    8.8   7.45  11181.5  0.018T 1.00   8044.4  8044.4    1.39    -  
0.7L    :  84.27
  8498.6    57.0  9.548  258.4    8.8   7.44  10948.8  0.018T 1.00   7965.6  7965.6    1.37    -  
0.8L    :  96.40
  6453.6    54.8  9.548  257.9    8.7   7.43  10483.6  0.018T 1.00   7757.7  7757.7    1.35    -  
0.9L    : 108.53
  3544.3    52.6  9.548  257.5    8.7   7.42  10018.6  0.018T 1.00   7675.5  4714.0    1.31    -  
H/2     : 117.41
   869.2    51.0  6.393  261.2    5.9   5.04   6749.5  0.027T 1.00       -       -     -     -  
Transfer: 117.67
   784.3    51.0  6.295  261.3    5.8   4.96   6648.0  0.028T 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 1-22; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.087
        M   2.00 Fb     0.124
 
  2   2 E  50.00 Ft     0.396
        M   8.00 Fb     0.071
 
  3   2 E  48.00 Ft     0.688
        M   6.00 Fb     0.031
 
  4   2 E  46.00 Ft     0.962
        M   4.00 Fb     0.006
 
  5   2 E  44.00 Ft     1.219
        M   2.00 Fb    -0.005
 
  6   2 E   6.00 Ft     1.170
        M   6.00 Fb     0.226
 
  7   2 E   6.00 Ft     1.121
        M   6.00 Fb     0.458
 
  8   2 E   6.00 Ft     1.072
        M   6.00 Fb     0.690
 
  9   2 E   6.00 Ft     1.023
        M   6.00 Fb     0.921
 
 10   2 E   6.00 Ft     0.974
        M   6.00 Fb     1.153
 
 11   2 E   6.00 Ft     0.925
        M   6.00 Fb     1.384
 
 12   2 E   4.00 Ft     0.859
        M   4.00 Fb     1.630
 
 13   2 E   4.00 Ft     0.793
        M   4.00 Fb     1.875
 
 14   2 E   4.00 Ft     0.726
        M   4.00 Fb     2.121
 
 15   2 E   4.00 Ft     0.660
        M   4.00 Fb     2.366
 
 16   2 E   4.00 Ft     0.593
        M   4.00 Fb     2.612
 
 17   2 E   4.00 Ft     0.527
        M   4.00 Fb     2.857
 
 18   2 E   2.00 Ft     0.443
        M   2.00 Fb     3.116
 
 19   2 E   2.00 Ft     0.359
        M   2.00 Fb     3.376
 
 20   2 E   2.00 Ft     0.275
        M   2.00 Fb     3.635
 
 21   2 E   2.00 Ft     0.191
        M   2.00 Fb     3.894
 
 22   2 E   2.00 Ft     0.107
        M   2.00 Fb     4.154
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 121.33            Release Length, ft: 121.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  44
No. of strands, Draped:   8           No. of strands, Straight:  36
Concrete Strength, f'ci:   7.0  ksi        f'c:   8.0 ksi  f'ct   4.0 ksi
Initial losses:  9.00 %               Final losses: 13.56 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.550       4.154     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.107       Trans
      Precast Top w/ reinf. (tension)      -0.635           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 11181.48    10100.00     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   1.168     Midspan    1.800   0.261     Midspan
    Pre.Top:   4.800   3.572     Midspan    3.600   2.832     Midspan
    Pre.Bot:   4.800   3.304    Transfer    3.600   3.458    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.537   0.002     Bearing
    Pre.Bot:  -0.537  -0.428     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.200   2.078     Midspan
    Pre.Bot:                                                             3.200   1.581    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  60.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.756  1.80     10.361  2.20     12.664
Self Wt.       :      -2.446  1.85     -4.524  2.40     -5.869
Deck + Haunch  :                       -2.310  2.30     -5.314
DL-Prec. (DC)  :                       -0.368  3.00     -1.104
Diaphragm      :                       -0.010  3.00     -0.029
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.365  3.00     -1.095
DL-Comp. (DW)  :                       -0.197  3.00     -0.591
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       0.087      0.00       0.087  120.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    60.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 121.330 ft
Release length = 121.330 ft
Design  length = 120.000 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)  : 0.710   (Calculated)    
Live Moment (1  lane  loaded)  : 0.482   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.166   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.933   (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           1446.7 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           698655 in4#
Ht. of c.g.           =        24.64 in             40.88 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 = 0.7955

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    11.47    23.60    35.73    47.87    60.00
 
Precast: (At Release, using Ec =  5131.5 ksi )
  Area    , in2    758.4    792.3    792.3    792.3    792.3    792.3    792.3    792.3
  Yb      ,  in    24.48    23.91    23.90    23.82    23.70    23.58    23.52    23.52
  MI(Ixx) , in4   287454   293196   293248   295111   297997   301274   303060   303060
Composite: (At Final, using Ec =  5362.7 ksi )
  Area    , in2   1455.8   1487.9   1487.9   1487.9   1487.9   1487.9   1487.9   1487.9
  Yb      ,  in    40.69    40.06    40.05    40.01    39.95    39.89    39.86    39.86
  MI(Ixx) , in4   706380   733741   733851   737743   743394   749426   752585   752585

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.00  ksi   
  Elasticity         =     5131.5 ksi   
  Max comp           =       4.55 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.63 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.00 ksi           4.00 ksi
  Elasticity         =    5362.70 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.80 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.60 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           =       3.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.54 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  44 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 42.47 ft from member end )
END PATTERN (Ycg = 11.82 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @ 44.000 in
     2 @ 46.000 in     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 4.18 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  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     =    9.55 in2      Initial Pull          =     1871.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.708 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.635 ft
Holddown Force        =  27.952 kips     Beam Shrtng (PL/AE)   =      0.670 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)       
--------------------------------------------------------------------------------------
      5340.824         740 3952.210     23.367 94637.594  1435.971     759.592        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      1.5000    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.5000      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     14.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     22.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.6670     35.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      35.1670     86.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      86.1631     98.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      98.6631    106.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00     106.6631    115.6631    Yes
      2      US#6[M19]       60.00        0.88       6.00     115.6631    118.6631    Yes
      2      US#6[M19]       60.00        0.88       5.00     118.6631    119.0801    Yes
      2      US#6[M19]       60.00        0.88       3.00     119.0801    119.8301    Yes
      2      US#6[M19]       60.00        0.88       2.75     119.8301    121.2051    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 120.0000       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.5480 in2       Ycg =  4.18 in
         P_init    =     1871.6 kips  Ecc = 20.46 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5132 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.63 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.175 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.39 ksi    0.00 ksi
    due to Composite Loads                                 -2.54 ksi    0.00 ksi
    due to Live Loads                                      -6.27 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                         7.50 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.62 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.63 ksi  ( 9.00 %)             9.32 ksi ( 4.75 %)
Total Prestress Losses                                    26.95 ksi (13.75 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.1 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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   107.2   118.8   485.4   887.3  1174.4  1346.6  1404.0
(Max)       V      46.8    45.0    44.8    37.9    28.4    18.9     9.5     0.0
DL-Prec.  : M       0.0    11.9    13.2    54.0    98.6   130.6   149.7   156.1
DC(Max)     V       5.2     5.0     5.0     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   125.5   139.1   568.7  1039.5  1375.8  1577.6  1644.8
Haunch (Max)V      54.8    52.7    52.5    44.3    33.3    22.2    11.1     0.0
Diaphragm : M       0.0     0.6     0.6     2.9     5.9     8.9    12.0    15.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    41.6    46.1   188.6   344.7   456.2   523.1   545.4
DC(Max)     V      18.2    17.5    17.4    14.7    11.0     7.4     3.7     0.0
DL-Comp   : M       0.0    22.4    24.9   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.4     7.9     5.9     4.0     2.0     0.0
LL + I    : M+      0.0   205.0   227.2   924.2  1676.5  2196.7  2506.8  2594.3
            V     147.7   143.7   143.3   128.0   107.8    87.6    59.3    39.1
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   147.7   143.7   143.3   128.1   109.3    91.4    74.4    58.3
            M      -0.0   202.3   224.1   894.7  1571.3  1989.9  2170.2  2132.2
Total     : M+      0.0   514.2   569.9  2325.4  4238.3  5588.5  6397.8  6653.6
            V     282.8   273.5   272.5   237.3   189.8   142.3    86.8    39.3
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   282.8   273.5   272.5   237.4   191.3   146.2   101.9    58.6
            M      -0.0   511.5   566.8  2295.8  4133.2  5381.7  6061.2  6191.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.41  117.67  120.00
Self wt.  : M    1346.6  1174.4   887.3   485.4   118.8   107.2     0.0
(Max)       V       9.5    18.9    28.4    37.9    44.8    45.0    46.8
DL-Prec.  : M     149.7   130.6    98.6    54.0    13.2    11.9     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     5.0     5.0     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1577.6  1375.8  1039.5   568.7   139.1   125.5     0.0
Haunch (Max)V      11.1    22.2    33.3    44.3    52.5    52.7    54.8
Diaphragm : M      12.0     8.9     5.9     2.9     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     523.1   456.2   344.7   188.6    46.1    41.6     0.0
DC(Max)     V       3.7     7.4    11.0    14.7    17.4    17.5    18.2
DL-Comp   : M     282.0   245.9   185.8   101.6    24.9    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.4     9.4     9.8
LL + I    : M+   2506.8  2196.7  1676.5   924.2   227.2   205.0     0.0
            V      59.3    87.6   107.8   128.0   143.3   143.7   147.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    74.4    91.4   109.3   128.1   143.3   143.7   147.7
            M    2170.2  1989.9  1571.3   894.7   224.1   202.3     0.0
Total     : M+   6397.8  5588.5  4238.3  2325.4   569.9   514.2     0.0
            V      86.8   142.3   189.8   237.3   272.5   273.5   282.8
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   101.9   146.2   191.3   237.4   272.5   273.5   282.8
            M    6061.2  5381.7  4133.2  2295.8   566.8   511.5     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               46.8             46.8
Deck+Haunch            54.8             54.8
Diaphragm               0.2              0.3
DL-Prec.(DC)            5.2              5.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           90.9             90.9
DL-Comp.(DW)           49.0             49.0
Live                  104.8            104.8
        Truck          66.4             66.4
        Lane           38.4             38.4
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, 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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   107.2   118.8   485.4   887.3  1174.4  1346.6  1404.0
(Max)       V      46.8    45.0    44.8    37.9    28.4    18.9     9.5     0.0
DL-Prec.  : M       0.0    11.9    13.2    54.0    98.6   130.6   149.7   156.1
DC(Max)     V       5.2     5.0     5.0     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   125.5   139.1   568.7  1039.5  1375.8  1577.6  1644.8
Haunch (Max)V      54.8    52.7    52.5    44.3    33.3    22.2    11.1     0.0
Diaphragm : M       0.0     0.6     0.6     2.9     5.9     8.9    12.0    15.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    41.6    46.1   188.6   344.7   456.2   523.1   545.4
DC(Max)     V      18.2    17.5    17.4    14.7    11.0     7.4     3.7     0.0
DL-Comp   : M       0.0    22.4    24.9   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.4     7.9     5.9     4.0     2.0     0.0
LL + I    : M+      0.0   164.0   181.7   739.4  1341.2  1757.4  2005.5  2075.4
            V     118.2   115.0   114.6   102.4    86.2    70.1    47.4    31.3
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   118.2   115.0   114.6   102.4    87.4    73.1    59.5    46.7
            M      -0.0   161.8   179.2   715.8  1257.1  1591.9  1736.2  1705.8
Total     : M+      0.0   473.2   524.5  2140.5  3903.0  5149.1  5896.4  6134.7
            V     253.2   244.8   243.8   211.7   168.3   124.8    74.9    31.5
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   253.2   244.8   243.9   211.7   169.5   127.9    87.0    46.9
            M      -0.0   471.1   522.0  2116.9  3818.9  4983.7  5627.1  5765.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.41  117.67  120.00
Self wt.  : M    1346.6  1174.4   887.3   485.4   118.8   107.2     0.0
(Max)       V       9.5    18.9    28.4    37.9    44.8    45.0    46.8
DL-Prec.  : M     149.7   130.6    98.6    54.0    13.2    11.9     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     5.0     5.0     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1577.6  1375.8  1039.5   568.7   139.1   125.5     0.0
Haunch (Max)V      11.1    22.2    33.3    44.3    52.5    52.7    54.8
Diaphragm : M      12.0     8.9     5.9     2.9     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     523.1   456.2   344.7   188.6    46.1    41.6     0.0
DC(Max)     V       3.7     7.4    11.0    14.7    17.4    17.5    18.2
DL-Comp   : M     282.0   245.9   185.8   101.6    24.9    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.4     9.4     9.8
LL + I    : M+   2005.5  1757.4  1341.2   739.4   181.7   164.0     0.0
            V      47.4    70.1    86.2   102.4   114.6   115.0   118.2
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    59.5    73.1    87.4   102.4   114.6   115.0   118.2
            M    1736.2  1591.9  1257.1   715.8   179.2   161.8     0.0
Total     : M+   5896.4  5149.1  3903.0  2140.5   524.5   473.2     0.0
            V      74.9   124.8   168.3   211.7   243.8   244.8   253.2
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    87.0   127.9   169.5   211.7   243.9   244.8   253.2
            M    5627.1  4983.7  3818.9  2116.9   522.0   471.1     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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   133.9   148.5   606.8  1109.1  1467.9  1683.2  1755.0
(Max)       V      58.5    56.2    56.0    47.3    35.5    23.7    11.8     0.0
Self wt.  : M       0.0    96.4   106.9   436.9   798.6  1056.9  1211.9  1263.6
(Min)       V      42.1    40.5    40.3    34.1    25.6    17.0     8.5     0.0
DL-Prec.  : M       0.0    14.9    16.5    67.5   123.3   163.2   187.1   195.1
DC(Max)     V       6.5     6.3     6.2     5.3     3.9     2.6     1.3     0.0
DL-Prec.  : M       0.0    10.7    11.9    48.6    88.8   117.5   134.7   140.5
DC(Min)     V       4.7     4.5     4.5     3.8     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   156.9   173.9   710.8  1299.4  1719.8  1972.0  2056.1
Haunch (Max)V      68.5    65.9    65.6    55.4    41.6    27.7    13.9     0.0
Deck +    : M       0.0   113.0   125.2   511.8   935.6  1238.2  1419.8  1480.4
Haunch (Min)V      49.3    47.4    47.2    39.9    29.9    20.0    10.0     0.0
Diaphragm : M       0.0     0.7     0.8     3.6     7.4    11.2    15.0    18.7
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     2.6     5.3     8.0    10.8    13.5
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    52.0    57.7   235.7   430.8   570.2   653.9   681.7
DC(Max)     V      22.7    21.8    21.7    18.4    13.8     9.2     4.6     0.0
DL-Comp   : M       0.0    37.5    41.5   169.7   310.2   410.6   470.8   490.9
DC(Min)     V      16.4    15.7    15.7    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    33.7    37.3   152.5   278.7   368.9   423.0   441.0
DW(Max)     V      14.7    14.1    14.1    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    14.6    16.2    66.1   120.8   159.8   183.3   191.1
DW(Min)     V       6.4     6.1     6.1     5.2     3.9     2.6     1.3     0.0
LL + I    : M+      0.0   358.7   397.6  1617.4  2933.8  3844.3  4387.0  4539.9
            V     258.5   251.5   250.7   224.0   188.6   153.3   103.8    68.4
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   258.5   251.5   250.7   224.1   191.2   160.0   130.2   102.1
            M      -0.0   354.0   392.1  1565.7  2749.8  3482.3  3797.9  3731.4
Total     : M+      0.0   750.9   832.2  3394.3  6182.6  8145.5  9321.1  9687.6
            V     429.8   416.1   414.6   362.6   292.7   222.7   138.6    68.7
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   429.8   416.1   414.6   362.7   295.3   229.4   165.1   102.4
            M      -0.0   746.1   826.8  3342.6  5998.6  7783.5  8732.1  8879.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.41  117.67  120.00
Self wt.  : M    1683.2  1467.9  1109.1   606.8   148.5   133.9     0.0
(Max)       V      11.8    23.7    35.5    47.3    56.0    56.2    58.5
Self wt.  : M    1211.9  1056.9   798.6   436.9   106.9    96.4     0.0
(Min)       V       8.5    17.0    25.6    34.1    40.3    40.5    42.1
DL-Prec.  : M     187.1   163.2   123.3    67.5    16.5    14.9     0.0
DC(Max)     V       1.3     2.6     3.9     5.3     6.2     6.3     6.5
DL-Prec.  : M     134.7   117.5    88.8    48.6    11.9    10.7     0.0
DC(Min)     V       0.9     1.9     2.8     3.8     4.5     4.5     4.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1972.0  1719.8  1299.4   710.8   173.9   156.9     0.0
Haunch (Max)V      13.9    27.7    41.6    55.4    65.6    65.9    68.5
Deck +    : M    1419.8  1238.2   935.6   511.8   125.2   113.0     0.0
Haunch (Min)V      10.0    20.0    29.9    39.9    47.2    47.4    49.3
Diaphragm : M      15.0    11.2     7.4     3.6     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      10.8     8.0     5.3     2.6     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     653.9   570.2   430.8   235.7    57.7    52.0     0.0
DC(Max)     V       4.6     9.2    13.8    18.4    21.7    21.8    22.7
DL-Comp   : M     470.8   410.6   310.2   169.7    41.5    37.5     0.0
DC(Min)     V       3.3     6.6     9.9    13.2    15.7    15.7    16.4
DL-Comp   : M     423.0   368.9   278.7   152.5    37.3    33.7     0.0
DW(Max)     V       3.0     5.9     8.9    11.9    14.1    14.1    14.7
DL-Comp   : M     183.3   159.8   120.8    66.1    16.2    14.6     0.0
DW(Min)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
LL + I    : M+   4387.0  3844.3  2933.8  1617.4   397.6   358.7     0.0
            V     103.8   153.3   188.6   224.0   250.7   251.5   258.5
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   130.2   160.0   191.2   224.1   250.7   251.5   258.5
            M    3797.9  3482.3  2749.8  1565.7   392.1   354.0     0.0
Total     : M+   9321.1  8145.5  6182.6  3394.3   832.2   750.9     0.0
            V     138.6   222.7   292.7   362.6   414.6   416.1   429.8
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   165.1   229.4   295.3   362.7   414.6   416.1   429.8
            M    8732.1  7783.5  5998.6  3342.6   826.8   746.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               58.5             58.5
Deck+Haunch            68.5             68.5
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.5              6.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          113.6            113.6
DL-Comp.(DW)           73.5             73.5
Live                  183.4            183.4
        Truck         116.2            116.2
        Lane           67.2             67.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, 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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   107.2   118.8   485.4   887.3  1174.4  1346.6  1404.0
(Max)       V      46.8    45.0    44.8    37.9    28.4    18.9     9.5     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    11.9    13.2    54.0    98.6   130.6   149.7   156.1
DC(Max)     V       5.2     5.0     5.0     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   125.5   139.1   568.7  1039.5  1375.8  1577.6  1644.8
Haunch (Max)V      54.8    52.7    52.5    44.3    33.3    22.2    11.1     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     2.9     5.9     8.9    12.0    15.0
(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    41.6    46.1   188.6   344.7   456.2   523.1   545.4
DC(Max)     V      18.2    17.5    17.4    14.7    11.0     7.4     3.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    22.4    24.9   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.4     7.9     5.9     4.0     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   134.4   148.9   599.7  1069.2  1396.5  1571.3  1576.5
            V     114.6   111.9   111.6   101.1    87.6    66.3    52.8    39.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   114.6   111.9   111.6   101.1    87.6    74.1    60.6    47.1
            M       0.0   134.4   148.9   599.7  1069.2  1369.1  1499.3  1460.0
Total     : M+      0.0   443.6   491.6  2000.8  3631.0  4788.3  5462.3  5635.9
            V     249.7   241.7   240.8   210.4   169.6   121.1    80.3    39.5
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   249.7   241.7   240.8   210.4   169.6   128.9    88.1    47.3
            M       0.0   443.6   491.6  2000.8  3631.0  4760.8  5390.3  5519.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.41  117.67  120.00
Self wt.  : M    1346.6  1174.4   887.3   485.4   118.8   107.2     0.0
(Max)       V       9.5    18.9    28.4    37.9    44.8    45.0    46.8
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     149.7   130.6    98.6    54.0    13.2    11.9     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     5.0     5.0     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1577.6  1375.8  1039.5   568.7   139.1   125.5     0.0
Haunch (Max)V      11.1    22.2    33.3    44.3    52.5    52.7    54.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      12.0     8.9     5.9     2.9     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     523.1   456.2   344.7   188.6    46.1    41.6     0.0
DC(Max)     V       3.7     7.4    11.0    14.7    17.4    17.5    18.2
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     282.0   245.9   185.8   101.6    24.9    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.4     9.4     9.8
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+   1571.3  1396.5  1069.2   599.7   148.9   134.4     0.0
            V      52.8    66.3    87.6   101.1   111.6   111.9   114.6
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    60.6    74.1    87.6   101.1   111.6   111.9   114.6
            M    1499.3  1369.1  1069.2   599.7   148.9   134.4     0.0
Total     : M+   5462.3  4788.3  3631.0  2000.8   491.6   443.6     0.0
            V      80.3   121.1   169.6   210.4   240.8   241.7   249.7
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    88.1   128.9   169.6   210.4   240.8   241.7   249.7
            M    5390.3  4760.8  3631.0  2000.8   491.6   443.6     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.13   24.27   36.40   48.53   60.67   42.47
 
Beam-Self
Precast-top    0.171   0.634   1.121   1.461   1.663   1.732   1.579 
Bottom        -0.135  -0.500  -0.877  -1.132  -1.283  -1.337  -1.221 
 
Prestress
Precast-top   -0.064  -0.352  -0.729  -1.097  -1.278  -1.278  -1.278 
Bottom         4.289   4.504   4.780   5.043   5.170   5.170   5.170 
 
Total
Precast-top    0.107   0.282   0.392   0.364   0.385   0.455   0.301 
Bottom         4.154   4.004   3.903   3.911   3.887   3.834   3.950 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.02 %)
             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   11.47   23.60   35.73   47.87   60.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.021   0.084   0.152   0.200   0.229   0.238 
Precast-top    0.002   0.261   0.288   1.123   1.965   2.464   2.795   2.964 
Bottom         0.868   3.449   3.424   2.653   1.877   1.412   1.112   0.965 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.13   24.27   36.40   48.53   60.67   42.47
 
Beam-Self
Precast-top    0.171   0.634   1.121   1.461   1.663   1.732   1.579 
Bottom        -0.135  -0.500  -0.877  -1.132  -1.283  -1.337  -1.221 
 
Prestress
Precast-top   -0.064  -0.352  -0.729  -1.097  -1.278  -1.278  -1.278 
Bottom         4.289   4.504   4.780   5.043   5.170   5.170   5.170 
 
Total
Precast-top    0.107   0.282   0.392   0.364   0.385   0.455   0.301 
Bottom         4.154   4.004   3.903   3.911   3.887   3.834   3.950 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.02 %)
             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   11.47   23.60   35.73   47.87   60.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   11.47   23.60   35.73   47.87   60.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.048   0.053   0.214   0.382   0.498   0.561   0.567 
Precast-top    0.001   0.161   0.178   0.698   1.225   1.547   1.752   1.838 
Bottom         0.434   1.637   1.614   0.936   0.249  -0.186  -0.443  -0.519 
 

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
    429.8    6.5   58.2    1.136   5.4   6.00e-3 50.0    442.9     1.828    3.840      0.00
      0.0    1.0   57.8     41.9 0.157      29.3 0.87    12.00     0.116    1.584 
Transfer:   3.00
    416.1    6.5   58.2    5.124  24.3  -0.05e-3 28.8    276.1     0.542    1.760      0.00
    746.1    4.4   56.1    189.0 0.150     162.0 4.97    12.00     0.116    1.629 
Critical:   5.31
    402.5    6.5   58.2    5.845  24.3  -0.09e-3 28.7    256.5     0.503    1.760      0.00
   1415.4    4.9   55.8    189.0 0.146     166.4 5.13    12.00     0.116    1.676 
0.1L    :  12.13
    362.7    6.5   58.2    7.812  24.3  -0.10e-3 28.7    213.0     0.423    0.827      0.00
   3342.6    6.6   55.0    189.0 0.132     165.7 5.19    12.00     0.116    1.503 
0.2L    :  24.27
    295.3    6.5   54.8    9.548  24.3  -0.03e-3 28.9    156.4     0.335    0.496      0.00
   5998.6    6.6   51.5    189.0 0.113     147.3 4.92    24.00     0.116    1.229 
0.3L    :  36.40
    229.4    6.5   57.0    9.548  24.3   0.51e-3 30.8    122.6     0.272    0.413      0.00
   7783.5    6.6   53.7    189.0 0.083     108.0 3.46    24.00     0.116    1.249 
0.4L    :  48.53
    165.1    6.5   58.1    9.548   0.0   1.00e-3 32.5     96.3     0.224    0.413      0.00
   8732.1    6.6   54.8    189.0 0.064      87.1 2.74    24.00     0.116    1.443 
0.5L    :  60.67
    102.4    6.5   58.1    9.548   0.0   0.89e-3 32.1     22.2     0.116    0.413      0.00
   8879.1    6.6   54.8    189.0 0.040      91.5 2.88    24.00     0.116    2.389 
0.6L    :  72.80
    165.1    6.5   58.1    9.548   0.0   1.00e-3 32.5     96.3     0.224    0.413      0.00
   8732.1    6.6   54.8    189.0 0.064      87.1 2.74    24.00     0.116    1.443 
0.7L    :  84.93
    229.4    6.5   57.0    9.548  24.3   0.51e-3 30.8    122.6     0.272    0.413      0.00
   7783.5    6.6   53.7    189.0 0.083     108.0 3.46    24.00     0.116    1.249 
0.8L    :  97.06
    295.3    6.5   54.8    9.548  24.3  -0.03e-3 28.9    156.4     0.335    0.496      0.00
   5998.6    6.6   51.5    189.0 0.113     147.3 4.92    24.00     0.116    1.229 
0.9L    : 109.20
    362.7    6.5   58.2    7.812  24.3  -0.10e-3 28.7    213.0     0.423    0.827      0.00
   3342.6    6.6   55.0    189.0 0.132     165.7 5.19    12.00     0.116    1.503 
Critical: 116.02
    402.5    6.5   58.2    5.845  24.3  -0.09e-3 28.7    256.5     0.503    1.760      0.00
   1415.4    4.9   55.8    189.0 0.146     166.4 5.13    12.00     0.116    1.676 
Transfer: 118.33
    416.1    6.5   58.2    5.124  24.3  -0.05e-3 28.8    276.1     0.542    1.760      0.00
    746.1    4.4   56.1    189.0 0.150     162.0 4.97    12.00     0.116    1.629 
Bearing : 120.67
    429.8    6.5   58.2    1.136   5.4   6.00e-3 50.0    442.9     1.828    3.840      0.00
      0.0    1.0   57.8     41.9 0.157      29.3 0.87    12.00     0.116    1.584 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1871.60
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    3.74
 
 
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
    429.8      8.27     58.25    0.99       57.76    24.00      0.300      2.006      0.000      3.840 
Transfer:      2.33
    416.1      8.25     58.25    4.35       56.07    24.00      0.300      1.999      0.000      1.760 
Critical:      4.65
    402.6      8.02     58.25    4.92       55.79    24.00      0.300      1.923      0.000      1.760 
0.1L    :     11.47
    362.7      7.33     58.25    6.55       54.97    24.00      0.300      1.694      0.000      0.827 
0.2L    :     23.60
    295.3      6.37     54.80    6.56       51.51    24.00      0.300      1.373      0.000      0.496 
0.3L    :     35.73
    229.4      4.75     56.98    6.57       53.69    24.00      0.300      0.833      0.000      0.413 
0.4L    :     47.87
    165.1      3.35     58.07    6.58       54.78    24.00      0.300      0.366      0.000      0.413 
0.5L    :     60.00
    102.4      2.08     58.07    6.58       54.78    24.00      0.300      0.000      0.000      0.413 
0.6L    :     72.13
    165.1      3.35     58.07    6.58       54.78    24.00      0.300      0.366      0.000      0.413 
0.7L    :     84.27
    229.4      4.75     56.98    6.57       53.69    24.00      0.300      0.833      0.000      0.413 
0.8L    :     96.40
    295.3      6.37     54.80    6.56       51.51    24.00      0.300      1.373      0.000      0.496 
0.9L    :    108.53
    362.7      7.33     58.25    6.55       54.97    24.00      0.300      1.694      0.000      0.827 
Critical:    115.35
    402.6      8.02     58.25    4.92       55.79    24.00      0.300      1.923      0.000      1.760 
Transfer:    117.67
    416.1      8.25     58.25    4.35       56.07    24.00      0.300      1.999      0.000      1.760 
Bearing :    120.00
    429.8      8.27     58.25    0.99       57.76    24.00      0.300      2.006      0.000      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 11.47 ft
Prestress      :       2.046  1.80      3.683  2.20      4.502
Self Wt.       :      -0.788  1.85     -1.459  2.40     -1.892
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.258            2.225            2.609
 
At 0.2 x L = 23.60 ft
Prestress      :       3.666  1.80      6.599  2.20      8.066
Self Wt.       :      -1.477  1.85     -2.733  2.40     -3.545
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.189            3.867            4.521
 
At 0.3 x L = 35.73 ft
Prestress      :       4.815  1.80      8.667  2.20     10.593
Self Wt.       :      -2.000  1.85     -3.701  2.40     -4.801
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.815            4.967            5.793
 
At 0.4 x L = 47.87 ft
Prestress      :       5.510  1.80      9.917  2.20     12.121
Self Wt.       :      -2.329  1.85     -4.309  2.40     -5.589
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          :       3.181            5.609            6.531
 
At 0.5 x L = 60.00 ft
Prestress      :       5.756  1.80     10.361  2.20     12.664
Self Wt.       :      -2.446  1.85     -4.524  2.40     -5.869
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          :       3.311            5.837            6.794
 
At 0.6 x L = 72.13 ft
Prestress      :       5.510  1.80      9.917  2.20     12.121
Self Wt.       :      -2.329  1.85     -4.309  2.40     -5.589
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          :       3.181            5.609            6.531
 
At 0.7 x L = 84.27 ft
Prestress      :       4.815  1.80      8.667  2.20     10.593
Self Wt.       :      -2.000  1.85     -3.701  2.40     -4.801
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.815            4.967            5.793
 
At 0.8 x L = 96.40 ft
Prestress      :       3.666  1.80      6.599  2.20      8.066
Self Wt.       :      -1.477  1.85     -2.733  2.40     -3.545
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.189            3.867            4.521
 
At 0.9 x L = 108.53 ft
Prestress      :       2.046  1.80      3.683  2.20      4.502
Self Wt.       :      -0.788  1.85     -1.459  2.40     -1.892
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.258            2.225            2.609
 

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
   750.9    51.0  6.263  262.4    5.1   4.35   6682.4  0.032T 1.00       -       -     -     -  
H/2     :   2.59
   832.2    51.0  6.361  262.3    5.2   4.42   6785.6  0.032T 1.00       -       -     -     -  
0.1L    :  11.47
  3394.3    52.6  9.548  258.9    7.7   6.55  10164.6  0.020T 1.00       -       -     -     -  
0.2L    :  23.60
  6182.6    54.8  9.548  259.3    7.7   6.56  10630.4  0.020T 1.00    709.7   709.7   14.98    -  
0.3L    :  35.73
  8145.5    57.0  9.548  259.7    7.7   6.57  11096.4  0.020T 1.00    435.6   435.6   25.47    -  
0.4L    :  47.87
  9321.1    58.1  9.548  259.9    7.7   6.58  11329.4  0.020T 1.00    273.5   273.5   41.42    -  
0.5L    :  60.00
  9687.6    58.1  9.548  259.9    7.7   6.58  11329.4  0.020T 1.00    211.1   211.1   53.66    -  
0.6L    :  72.13
  9321.1    58.1  9.548  259.9    7.7   6.58  11329.4  0.020T 1.00    273.5   273.5   41.42    -  
0.7L    :  84.27
  8145.5    57.0  9.548  259.7    7.7   6.57  11096.4  0.020T 1.00    435.6   435.6   25.47    -  
0.8L    :  96.40
  6182.6    54.8  9.548  259.3    7.7   6.56  10630.4  0.020T 1.00    709.7   709.7   14.98    -  
0.9L    : 108.53
  3394.3    52.6  9.548  258.9    7.7   6.55  10164.6  0.020T 1.00   1126.7  1126.7    9.02    -  
H/2     : 117.41
   832.2    51.0  6.361  262.3    5.2   4.42   6785.6  0.032T 1.00       -       -     -     -  
Transfer: 117.67
   750.9    51.0  6.263  262.4    5.1   4.35   6682.4  0.032T 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 1-22; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.087
        M   2.00 Fb     0.124
 
  2   2 E  50.00 Ft     0.396
        M   8.00 Fb     0.071
 
  3   2 E  48.00 Ft     0.688
        M   6.00 Fb     0.031
 
  4   2 E  46.00 Ft     0.962
        M   4.00 Fb     0.006
 
  5   2 E  44.00 Ft     1.219
        M   2.00 Fb    -0.005
 
  6   2 E   6.00 Ft     1.170
        M   6.00 Fb     0.226
 
  7   2 E   6.00 Ft     1.121
        M   6.00 Fb     0.458
 
  8   2 E   6.00 Ft     1.072
        M   6.00 Fb     0.690
 
  9   2 E   6.00 Ft     1.023
        M   6.00 Fb     0.921
 
 10   2 E   6.00 Ft     0.974
        M   6.00 Fb     1.153
 
 11   2 E   6.00 Ft     0.925
        M   6.00 Fb     1.384
 
 12   2 E   4.00 Ft     0.859
        M   4.00 Fb     1.630
 
 13   2 E   4.00 Ft     0.793
        M   4.00 Fb     1.875
 
 14   2 E   4.00 Ft     0.726
        M   4.00 Fb     2.121
 
 15   2 E   4.00 Ft     0.660
        M   4.00 Fb     2.366
 
 16   2 E   4.00 Ft     0.593
        M   4.00 Fb     2.612
 
 17   2 E   4.00 Ft     0.527
        M   4.00 Fb     2.857
 
 18   2 E   2.00 Ft     0.443
        M   2.00 Fb     3.116
 
 19   2 E   2.00 Ft     0.359
        M   2.00 Fb     3.376
 
 20   2 E   2.00 Ft     0.275
        M   2.00 Fb     3.635
 
 21   2 E   2.00 Ft     0.191
        M   2.00 Fb     3.894
 
 22   2 E   2.00 Ft     0.107
        M   2.00 Fb     4.154
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 121.33            Release Length, ft: 121.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  44
No. of strands, Draped:   8           No. of strands, Straight:  36
Concrete Strength, f'ci:   7.0  ksi        f'c:   8.0 ksi  f'ct   4.0 ksi
Initial losses:  9.00 %               Final losses: 13.75 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.550       4.154     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.107       Trans
      Precast Top w/ reinf. (tension)      -0.635           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 11329.41     9687.62     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   0.238     Midspan
    Pre.Top:   4.800  -0.000     Bearing    3.600   2.964     Midspan
    Pre.Bot:   4.800  -0.000     Bearing    3.600   3.449    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.537  -0.000     Bearing
    Pre.Bot:  -0.537  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.200   1.838     Midspan
    Pre.Bot:                                                             3.200   1.637    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  60.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.756  1.80     10.361  2.20     12.664
Self Wt.       :      -2.446  1.85     -4.524  2.40     -5.869
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          :       3.311            5.837            6.794
 
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       0.087      0.00       0.087  120.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    60.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 121.330 ft
Release length = 121.330 ft
Design  length = 120.000 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)  : 0.710   (Calculated)    
Live Moment (1  lane  loaded)  : 0.482   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.166   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.933   (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           1446.7 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           698655 in4#
Ht. of c.g.           =        24.64 in             40.88 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 = 0.7955

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    11.47    23.60    35.73    47.87    60.00
 
Precast: (At Release, using Ec =  5131.5 ksi )
  Area    , in2    758.4    792.3    792.3    792.3    792.3    792.3    792.3    792.3
  Yb      ,  in    24.48    23.91    23.90    23.82    23.70    23.58    23.52    23.52
  MI(Ixx) , in4   287454   293196   293248   295111   297997   301274   303060   303060
Composite: (At Final, using Ec =  5362.7 ksi )
  Area    , in2   1455.8   1487.9   1487.9   1487.9   1487.9   1487.9   1487.9   1487.9
  Yb      ,  in    40.69    40.06    40.05    40.01    39.95    39.89    39.86    39.86
  MI(Ixx) , in4   706380   733741   733851   737743   743394   749426   752585   752585

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.00  ksi   
  Elasticity         =     5131.5 ksi   
  Max comp           =       4.55 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.63 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.00 ksi           4.00 ksi
  Elasticity         =    5362.70 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.80 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.60 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           =       3.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.54 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  44 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 42.47 ft from member end )
END PATTERN (Ycg = 11.82 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @ 44.000 in
     2 @ 46.000 in     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 4.18 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  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     =    9.55 in2      Initial Pull          =     1871.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.708 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.635 ft
Holddown Force        =  27.952 kips     Beam Shrtng (PL/AE)   =      0.670 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)       
--------------------------------------------------------------------------------------
      5340.824         740 3952.210     23.367 94637.594  1435.971     759.592        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      1.5000    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.5000      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     14.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     22.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.6670     35.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      35.1670     86.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      86.1631     98.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      98.6631    106.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00     106.6631    115.6631    Yes
      2      US#6[M19]       60.00        0.88       6.00     115.6631    118.6631    Yes
      2      US#6[M19]       60.00        0.88       5.00     118.6631    119.0801    Yes
      2      US#6[M19]       60.00        0.88       3.00     119.0801    119.8301    Yes
      2      US#6[M19]       60.00        0.88       2.75     119.8301    121.2051    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 120.0000       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.5480 in2       Ycg =  4.18 in
         P_init    =     1871.6 kips  Ecc = 20.46 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5132 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.63 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.175 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.39 ksi    0.00 ksi
    due to Composite Loads                                 -2.54 ksi    0.00 ksi
    due to Live Loads                                      -6.27 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                         7.50 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.62 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.63 ksi  ( 9.00 %)             9.32 ksi ( 4.75 %)
Total Prestress Losses                                    26.95 ksi (13.75 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.1 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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   107.2   118.8   485.4   887.3  1174.4  1346.6  1404.0
(Max)       V      46.8    45.0    44.8    37.9    28.4    18.9     9.5     0.0
DL-Prec.  : M       0.0    11.9    13.2    54.0    98.6   130.6   149.7   156.1
DC(Max)     V       5.2     5.0     5.0     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   125.5   139.1   568.7  1039.5  1375.8  1577.6  1644.8
Haunch (Max)V      54.8    52.7    52.5    44.3    33.3    22.2    11.1     0.0
Diaphragm : M       0.0     0.6     0.6     2.9     5.9     8.9    12.0    15.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    41.6    46.1   188.6   344.7   456.2   523.1   545.4
DC(Max)     V      18.2    17.5    17.4    14.7    11.0     7.4     3.7     0.0
DL-Comp   : M       0.0    22.4    24.9   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.4     7.9     5.9     4.0     2.0     0.0
LL + I    : M+      0.0   205.0   227.2   924.2  1676.5  2196.7  2506.8  2594.3
            V     147.7   143.7   143.3   128.0   107.8    87.6    59.3    39.1
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   147.7   143.7   143.3   128.1   109.3    91.4    74.4    58.3
            M      -0.0   202.3   224.1   894.7  1571.3  1989.9  2170.2  2132.2
Total     : M+      0.0   514.2   569.9  2325.4  4238.3  5588.5  6397.8  6653.6
            V     282.8   273.5   272.5   237.3   189.8   142.3    86.8    39.3
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   282.8   273.5   272.5   237.4   191.3   146.2   101.9    58.6
            M      -0.0   511.5   566.8  2295.8  4133.2  5381.7  6061.2  6191.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.41  117.67  120.00
Self wt.  : M    1346.6  1174.4   887.3   485.4   118.8   107.2     0.0
(Max)       V       9.5    18.9    28.4    37.9    44.8    45.0    46.8
DL-Prec.  : M     149.7   130.6    98.6    54.0    13.2    11.9     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     5.0     5.0     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1577.6  1375.8  1039.5   568.7   139.1   125.5     0.0
Haunch (Max)V      11.1    22.2    33.3    44.3    52.5    52.7    54.8
Diaphragm : M      12.0     8.9     5.9     2.9     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     523.1   456.2   344.7   188.6    46.1    41.6     0.0
DC(Max)     V       3.7     7.4    11.0    14.7    17.4    17.5    18.2
DL-Comp   : M     282.0   245.9   185.8   101.6    24.9    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.4     9.4     9.8
LL + I    : M+   2506.8  2196.7  1676.5   924.2   227.2   205.0     0.0
            V      59.3    87.6   107.8   128.0   143.3   143.7   147.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    74.4    91.4   109.3   128.1   143.3   143.7   147.7
            M    2170.2  1989.9  1571.3   894.7   224.1   202.3     0.0
Total     : M+   6397.8  5588.5  4238.3  2325.4   569.9   514.2     0.0
            V      86.8   142.3   189.8   237.3   272.5   273.5   282.8
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   101.9   146.2   191.3   237.4   272.5   273.5   282.8
            M    6061.2  5381.7  4133.2  2295.8   566.8   511.5     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               46.8             46.8
Deck+Haunch            54.8             54.8
Diaphragm               0.2              0.3
DL-Prec.(DC)            5.2              5.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           90.9             90.9
DL-Comp.(DW)           49.0             49.0
Live                  104.8            104.8
        Truck          66.4             66.4
        Lane           38.4             38.4
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, 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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   107.2   118.8   485.4   887.3  1174.4  1346.6  1404.0
(Max)       V      46.8    45.0    44.8    37.9    28.4    18.9     9.5     0.0
DL-Prec.  : M       0.0    11.9    13.2    54.0    98.6   130.6   149.7   156.1
DC(Max)     V       5.2     5.0     5.0     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   125.5   139.1   568.7  1039.5  1375.8  1577.6  1644.8
Haunch (Max)V      54.8    52.7    52.5    44.3    33.3    22.2    11.1     0.0
Diaphragm : M       0.0     0.6     0.6     2.9     5.9     8.9    12.0    15.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    41.6    46.1   188.6   344.7   456.2   523.1   545.4
DC(Max)     V      18.2    17.5    17.4    14.7    11.0     7.4     3.7     0.0
DL-Comp   : M       0.0    22.4    24.9   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.4     7.9     5.9     4.0     2.0     0.0
LL + I    : M+      0.0   164.0   181.7   739.4  1341.2  1757.4  2005.5  2075.4
            V     118.2   115.0   114.6   102.4    86.2    70.1    47.4    31.3
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   118.2   115.0   114.6   102.4    87.4    73.1    59.5    46.7
            M      -0.0   161.8   179.2   715.8  1257.1  1591.9  1736.2  1705.8
Total     : M+      0.0   473.2   524.5  2140.5  3903.0  5149.1  5896.4  6134.7
            V     253.2   244.8   243.8   211.7   168.3   124.8    74.9    31.5
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   253.2   244.8   243.9   211.7   169.5   127.9    87.0    46.9
            M      -0.0   471.1   522.0  2116.9  3818.9  4983.7  5627.1  5765.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.41  117.67  120.00
Self wt.  : M    1346.6  1174.4   887.3   485.4   118.8   107.2     0.0
(Max)       V       9.5    18.9    28.4    37.9    44.8    45.0    46.8
DL-Prec.  : M     149.7   130.6    98.6    54.0    13.2    11.9     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     5.0     5.0     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1577.6  1375.8  1039.5   568.7   139.1   125.5     0.0
Haunch (Max)V      11.1    22.2    33.3    44.3    52.5    52.7    54.8
Diaphragm : M      12.0     8.9     5.9     2.9     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     523.1   456.2   344.7   188.6    46.1    41.6     0.0
DC(Max)     V       3.7     7.4    11.0    14.7    17.4    17.5    18.2
DL-Comp   : M     282.0   245.9   185.8   101.6    24.9    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.4     9.4     9.8
LL + I    : M+   2005.5  1757.4  1341.2   739.4   181.7   164.0     0.0
            V      47.4    70.1    86.2   102.4   114.6   115.0   118.2
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    59.5    73.1    87.4   102.4   114.6   115.0   118.2
            M    1736.2  1591.9  1257.1   715.8   179.2   161.8     0.0
Total     : M+   5896.4  5149.1  3903.0  2140.5   524.5   473.2     0.0
            V      74.9   124.8   168.3   211.7   243.8   244.8   253.2
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    87.0   127.9   169.5   211.7   243.9   244.8   253.2
            M    5627.1  4983.7  3818.9  2116.9   522.0   471.1     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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   133.9   148.5   606.8  1109.1  1467.9  1683.2  1755.0
(Max)       V      58.5    56.2    56.0    47.3    35.5    23.7    11.8     0.0
Self wt.  : M       0.0    96.4   106.9   436.9   798.6  1056.9  1211.9  1263.6
(Min)       V      42.1    40.5    40.3    34.1    25.6    17.0     8.5     0.0
DL-Prec.  : M       0.0    14.9    16.5    67.5   123.3   163.2   187.1   195.1
DC(Max)     V       6.5     6.3     6.2     5.3     3.9     2.6     1.3     0.0
DL-Prec.  : M       0.0    10.7    11.9    48.6    88.8   117.5   134.7   140.5
DC(Min)     V       4.7     4.5     4.5     3.8     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   156.9   173.9   710.8  1299.4  1719.8  1972.0  2056.1
Haunch (Max)V      68.5    65.9    65.6    55.4    41.6    27.7    13.9     0.0
Deck +    : M       0.0   113.0   125.2   511.8   935.6  1238.2  1419.8  1480.4
Haunch (Min)V      49.3    47.4    47.2    39.9    29.9    20.0    10.0     0.0
Diaphragm : M       0.0     0.7     0.8     3.6     7.4    11.2    15.0    18.7
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     2.6     5.3     8.0    10.8    13.5
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    52.0    57.7   235.7   430.8   570.2   653.9   681.7
DC(Max)     V      22.7    21.8    21.7    18.4    13.8     9.2     4.6     0.0
DL-Comp   : M       0.0    37.5    41.5   169.7   310.2   410.6   470.8   490.9
DC(Min)     V      16.4    15.7    15.7    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    33.7    37.3   152.5   278.7   368.9   423.0   441.0
DW(Max)     V      14.7    14.1    14.1    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    14.6    16.2    66.1   120.8   159.8   183.3   191.1
DW(Min)     V       6.4     6.1     6.1     5.2     3.9     2.6     1.3     0.0
LL + I    : M+      0.0   358.7   397.6  1617.4  2933.8  3844.3  4387.0  4539.9
            V     258.5   251.5   250.7   224.0   188.6   153.3   103.8    68.4
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   258.5   251.5   250.7   224.1   191.2   160.0   130.2   102.1
            M      -0.0   354.0   392.1  1565.7  2749.8  3482.3  3797.9  3731.4
Total     : M+      0.0   750.9   832.2  3394.3  6182.6  8145.5  9321.1  9687.6
            V     429.8   416.1   414.6   362.6   292.7   222.7   138.6    68.7
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   429.8   416.1   414.6   362.7   295.3   229.4   165.1   102.4
            M      -0.0   746.1   826.8  3342.6  5998.6  7783.5  8732.1  8879.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.41  117.67  120.00
Self wt.  : M    1683.2  1467.9  1109.1   606.8   148.5   133.9     0.0
(Max)       V      11.8    23.7    35.5    47.3    56.0    56.2    58.5
Self wt.  : M    1211.9  1056.9   798.6   436.9   106.9    96.4     0.0
(Min)       V       8.5    17.0    25.6    34.1    40.3    40.5    42.1
DL-Prec.  : M     187.1   163.2   123.3    67.5    16.5    14.9     0.0
DC(Max)     V       1.3     2.6     3.9     5.3     6.2     6.3     6.5
DL-Prec.  : M     134.7   117.5    88.8    48.6    11.9    10.7     0.0
DC(Min)     V       0.9     1.9     2.8     3.8     4.5     4.5     4.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1972.0  1719.8  1299.4   710.8   173.9   156.9     0.0
Haunch (Max)V      13.9    27.7    41.6    55.4    65.6    65.9    68.5
Deck +    : M    1419.8  1238.2   935.6   511.8   125.2   113.0     0.0
Haunch (Min)V      10.0    20.0    29.9    39.9    47.2    47.4    49.3
Diaphragm : M      15.0    11.2     7.4     3.6     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      10.8     8.0     5.3     2.6     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     653.9   570.2   430.8   235.7    57.7    52.0     0.0
DC(Max)     V       4.6     9.2    13.8    18.4    21.7    21.8    22.7
DL-Comp   : M     470.8   410.6   310.2   169.7    41.5    37.5     0.0
DC(Min)     V       3.3     6.6     9.9    13.2    15.7    15.7    16.4
DL-Comp   : M     423.0   368.9   278.7   152.5    37.3    33.7     0.0
DW(Max)     V       3.0     5.9     8.9    11.9    14.1    14.1    14.7
DL-Comp   : M     183.3   159.8   120.8    66.1    16.2    14.6     0.0
DW(Min)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
LL + I    : M+   4387.0  3844.3  2933.8  1617.4   397.6   358.7     0.0
            V     103.8   153.3   188.6   224.0   250.7   251.5   258.5
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   130.2   160.0   191.2   224.1   250.7   251.5   258.5
            M    3797.9  3482.3  2749.8  1565.7   392.1   354.0     0.0
Total     : M+   9321.1  8145.5  6182.6  3394.3   832.2   750.9     0.0
            V     138.6   222.7   292.7   362.6   414.6   416.1   429.8
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   165.1   229.4   295.3   362.7   414.6   416.1   429.8
            M    8732.1  7783.5  5998.6  3342.6   826.8   746.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               58.5             58.5
Deck+Haunch            68.5             68.5
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.5              6.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          113.6            113.6
DL-Comp.(DW)           73.5             73.5
Live                  183.4            183.4
        Truck         116.2            116.2
        Lane           67.2             67.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, 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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   107.2   118.8   485.4   887.3  1174.4  1346.6  1404.0
(Max)       V      46.8    45.0    44.8    37.9    28.4    18.9     9.5     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    11.9    13.2    54.0    98.6   130.6   149.7   156.1
DC(Max)     V       5.2     5.0     5.0     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   125.5   139.1   568.7  1039.5  1375.8  1577.6  1644.8
Haunch (Max)V      54.8    52.7    52.5    44.3    33.3    22.2    11.1     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     2.9     5.9     8.9    12.0    15.0
(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    41.6    46.1   188.6   344.7   456.2   523.1   545.4
DC(Max)     V      18.2    17.5    17.4    14.7    11.0     7.4     3.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    22.4    24.9   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.4     7.9     5.9     4.0     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   134.4   148.9   599.7  1069.2  1396.5  1571.3  1576.5
            V     114.6   111.9   111.6   101.1    87.6    66.3    52.8    39.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   114.6   111.9   111.6   101.1    87.6    74.1    60.6    47.1
            M       0.0   134.4   148.9   599.7  1069.2  1369.1  1499.3  1460.0
Total     : M+      0.0   443.6   491.6  2000.8  3631.0  4788.3  5462.3  5635.9
            V     249.7   241.7   240.8   210.4   169.6   121.1    80.3    39.5
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   249.7   241.7   240.8   210.4   169.6   128.9    88.1    47.3
            M       0.0   443.6   491.6  2000.8  3631.0  4760.8  5390.3  5519.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.41  117.67  120.00
Self wt.  : M    1346.6  1174.4   887.3   485.4   118.8   107.2     0.0
(Max)       V       9.5    18.9    28.4    37.9    44.8    45.0    46.8
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     149.7   130.6    98.6    54.0    13.2    11.9     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     5.0     5.0     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1577.6  1375.8  1039.5   568.7   139.1   125.5     0.0
Haunch (Max)V      11.1    22.2    33.3    44.3    52.5    52.7    54.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      12.0     8.9     5.9     2.9     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     523.1   456.2   344.7   188.6    46.1    41.6     0.0
DC(Max)     V       3.7     7.4    11.0    14.7    17.4    17.5    18.2
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     282.0   245.9   185.8   101.6    24.9    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.4     9.4     9.8
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+   1571.3  1396.5  1069.2   599.7   148.9   134.4     0.0
            V      52.8    66.3    87.6   101.1   111.6   111.9   114.6
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    60.6    74.1    87.6   101.1   111.6   111.9   114.6
            M    1499.3  1369.1  1069.2   599.7   148.9   134.4     0.0
Total     : M+   5462.3  4788.3  3631.0  2000.8   491.6   443.6     0.0
            V      80.3   121.1   169.6   210.4   240.8   241.7   249.7
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    88.1   128.9   169.6   210.4   240.8   241.7   249.7
            M    5390.3  4760.8  3631.0  2000.8   491.6   443.6     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.13   24.27   36.40   48.53   60.67   42.47
 
Beam-Self
Precast-top    0.171   0.634   1.121   1.461   1.663   1.732   1.579 
Bottom        -0.135  -0.500  -0.877  -1.132  -1.283  -1.337  -1.221 
 
Prestress
Precast-top   -0.064  -0.352  -0.729  -1.097  -1.278  -1.278  -1.278 
Bottom         4.289   4.504   4.780   5.043   5.170   5.170   5.170 
 
Total
Precast-top    0.107   0.282   0.392   0.364   0.385   0.455   0.301 
Bottom         4.154   4.004   3.903   3.911   3.887   3.834   3.950 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.02 %)
             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   11.47   23.60   35.73   47.87   60.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.021   0.084   0.152   0.200   0.229   0.238 
Precast-top    0.002   0.261   0.288   1.123   1.965   2.464   2.795   2.964 
Bottom         0.868   3.449   3.424   2.653   1.877   1.412   1.112   0.965 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.13   24.27   36.40   48.53   60.67   42.47
 
Beam-Self
Precast-top    0.171   0.634   1.121   1.461   1.663   1.732   1.579 
Bottom        -0.135  -0.500  -0.877  -1.132  -1.283  -1.337  -1.221 
 
Prestress
Precast-top   -0.064  -0.352  -0.729  -1.097  -1.278  -1.278  -1.278 
Bottom         4.289   4.504   4.780   5.043   5.170   5.170   5.170 
 
Total
Precast-top    0.107   0.282   0.392   0.364   0.385   0.455   0.301 
Bottom         4.154   4.004   3.903   3.911   3.887   3.834   3.950 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.02 %)
             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   11.47   23.60   35.73   47.87   60.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   11.47   23.60   35.73   47.87   60.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.048   0.053   0.214   0.382   0.498   0.561   0.567 
Precast-top    0.001   0.161   0.178   0.698   1.225   1.547   1.752   1.838 
Bottom         0.434   1.637   1.614   0.936   0.249  -0.186  -0.443  -0.519 
 

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
    429.8    6.5   58.2    1.136   5.4   6.00e-3 50.0    442.9     1.828    3.840      0.00
      0.0    1.0   57.8     41.9 0.157      29.3 0.87    12.00     0.116    1.584 
Transfer:   3.00
    416.1    6.5   58.2    5.124  24.3  -0.05e-3 28.8    276.1     0.542    1.760      0.00
    746.1    4.4   56.1    189.0 0.150     162.0 4.97    12.00     0.116    1.629 
Critical:   5.31
    402.5    6.5   58.2    5.845  24.3  -0.09e-3 28.7    256.5     0.503    1.760      0.00
   1415.4    4.9   55.8    189.0 0.146     166.4 5.13    12.00     0.116    1.676 
0.1L    :  12.13
    362.7    6.5   58.2    7.812  24.3  -0.10e-3 28.7    213.0     0.423    0.827      0.00
   3342.6    6.6   55.0    189.0 0.132     165.7 5.19    12.00     0.116    1.503 
0.2L    :  24.27
    295.3    6.5   54.8    9.548  24.3  -0.03e-3 28.9    156.4     0.335    0.496      0.00
   5998.6    6.6   51.5    189.0 0.113     147.3 4.92    24.00     0.116    1.229 
0.3L    :  36.40
    229.4    6.5   57.0    9.548  24.3   0.51e-3 30.8    122.6     0.272    0.413      0.00
   7783.5    6.6   53.7    189.0 0.083     108.0 3.46    24.00     0.116    1.249 
0.4L    :  48.53
    165.1    6.5   58.1    9.548   0.0   1.00e-3 32.5     96.3     0.224    0.413      0.00
   8732.1    6.6   54.8    189.0 0.064      87.1 2.74    24.00     0.116    1.443 
0.5L    :  60.67
    102.4    6.5   58.1    9.548   0.0   0.89e-3 32.1     22.2     0.116    0.413      0.00
   8879.1    6.6   54.8    189.0 0.040      91.5 2.88    24.00     0.116    2.389 
0.6L    :  72.80
    165.1    6.5   58.1    9.548   0.0   1.00e-3 32.5     96.3     0.224    0.413      0.00
   8732.1    6.6   54.8    189.0 0.064      87.1 2.74    24.00     0.116    1.443 
0.7L    :  84.93
    229.4    6.5   57.0    9.548  24.3   0.51e-3 30.8    122.6     0.272    0.413      0.00
   7783.5    6.6   53.7    189.0 0.083     108.0 3.46    24.00     0.116    1.249 
0.8L    :  97.06
    295.3    6.5   54.8    9.548  24.3  -0.03e-3 28.9    156.4     0.335    0.496      0.00
   5998.6    6.6   51.5    189.0 0.113     147.3 4.92    24.00     0.116    1.229 
0.9L    : 109.20
    362.7    6.5   58.2    7.812  24.3  -0.10e-3 28.7    213.0     0.423    0.827      0.00
   3342.6    6.6   55.0    189.0 0.132     165.7 5.19    12.00     0.116    1.503 
Critical: 116.02
    402.5    6.5   58.2    5.845  24.3  -0.09e-3 28.7    256.5     0.503    1.760      0.00
   1415.4    4.9   55.8    189.0 0.146     166.4 5.13    12.00     0.116    1.676 
Transfer: 118.33
    416.1    6.5   58.2    5.124  24.3  -0.05e-3 28.8    276.1     0.542    1.760      0.00
    746.1    4.4   56.1    189.0 0.150     162.0 4.97    12.00     0.116    1.629 
Bearing : 120.67
    429.8    6.5   58.2    1.136   5.4   6.00e-3 50.0    442.9     1.828    3.840      0.00
      0.0    1.0   57.8     41.9 0.157      29.3 0.87    12.00     0.116    1.584 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1871.60
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    3.74
 
 
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
    429.8      8.27     58.25    0.99       57.76    24.00      0.300      2.006      0.000      3.840 
Transfer:      2.33
    416.1      8.25     58.25    4.35       56.07    24.00      0.300      1.999      0.000      1.760 
Critical:      4.65
    402.6      8.02     58.25    4.92       55.79    24.00      0.300      1.923      0.000      1.760 
0.1L    :     11.47
    362.7      7.33     58.25    6.55       54.97    24.00      0.300      1.694      0.000      0.827 
0.2L    :     23.60
    295.3      6.37     54.80    6.56       51.51    24.00      0.300      1.373      0.000      0.496 
0.3L    :     35.73
    229.4      4.75     56.98    6.57       53.69    24.00      0.300      0.833      0.000      0.413 
0.4L    :     47.87
    165.1      3.35     58.07    6.58       54.78    24.00      0.300      0.366      0.000      0.413 
0.5L    :     60.00
    102.4      2.08     58.07    6.58       54.78    24.00      0.300      0.000      0.000      0.413 
0.6L    :     72.13
    165.1      3.35     58.07    6.58       54.78    24.00      0.300      0.366      0.000      0.413 
0.7L    :     84.27
    229.4      4.75     56.98    6.57       53.69    24.00      0.300      0.833      0.000      0.413 
0.8L    :     96.40
    295.3      6.37     54.80    6.56       51.51    24.00      0.300      1.373      0.000      0.496 
0.9L    :    108.53
    362.7      7.33     58.25    6.55       54.97    24.00      0.300      1.694      0.000      0.827 
Critical:    115.35
    402.6      8.02     58.25    4.92       55.79    24.00      0.300      1.923      0.000      1.760 
Transfer:    117.67
    416.1      8.25     58.25    4.35       56.07    24.00      0.300      1.999      0.000      1.760 
Bearing :    120.00
    429.8      8.27     58.25    0.99       57.76    24.00      0.300      2.006      0.000      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 11.47 ft
Prestress      :       2.046  1.80      3.683  2.20      4.502
Self Wt.       :      -0.788  1.85     -1.459  2.40     -1.892
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.258            2.225            2.609
 
At 0.2 x L = 23.60 ft
Prestress      :       3.666  1.80      6.599  2.20      8.066
Self Wt.       :      -1.477  1.85     -2.733  2.40     -3.545
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.189            3.867            4.521
 
At 0.3 x L = 35.73 ft
Prestress      :       4.815  1.80      8.667  2.20     10.593
Self Wt.       :      -2.000  1.85     -3.701  2.40     -4.801
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.815            4.967            5.793
 
At 0.4 x L = 47.87 ft
Prestress      :       5.510  1.80      9.917  2.20     12.121
Self Wt.       :      -2.329  1.85     -4.309  2.40     -5.589
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          :       3.181            5.609            6.531
 
At 0.5 x L = 60.00 ft
Prestress      :       5.756  1.80     10.361  2.20     12.664
Self Wt.       :      -2.446  1.85     -4.524  2.40     -5.869
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          :       3.311            5.837            6.794
 
At 0.6 x L = 72.13 ft
Prestress      :       5.510  1.80      9.917  2.20     12.121
Self Wt.       :      -2.329  1.85     -4.309  2.40     -5.589
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          :       3.181            5.609            6.531
 
At 0.7 x L = 84.27 ft
Prestress      :       4.815  1.80      8.667  2.20     10.593
Self Wt.       :      -2.000  1.85     -3.701  2.40     -4.801
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.815            4.967            5.793
 
At 0.8 x L = 96.40 ft
Prestress      :       3.666  1.80      6.599  2.20      8.066
Self Wt.       :      -1.477  1.85     -2.733  2.40     -3.545
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.189            3.867            4.521
 
At 0.9 x L = 108.53 ft
Prestress      :       2.046  1.80      3.683  2.20      4.502
Self Wt.       :      -0.788  1.85     -1.459  2.40     -1.892
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.258            2.225            2.609
 

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
   750.9    51.0  6.263  262.4    5.1   4.35   6682.4  0.032T 1.00       -       -     -     -  
H/2     :   2.59
   832.2    51.0  6.361  262.3    5.2   4.42   6785.6  0.032T 1.00       -       -     -     -  
0.1L    :  11.47
  3394.3    52.6  9.548  258.9    7.7   6.55  10164.6  0.020T 1.00       -       -     -     -  
0.2L    :  23.60
  6182.6    54.8  9.548  259.3    7.7   6.56  10630.4  0.020T 1.00    709.7   709.7   14.98    -  
0.3L    :  35.73
  8145.5    57.0  9.548  259.7    7.7   6.57  11096.4  0.020T 1.00    435.6   435.6   25.47    -  
0.4L    :  47.87
  9321.1    58.1  9.548  259.9    7.7   6.58  11329.4  0.020T 1.00    273.5   273.5   41.42    -  
0.5L    :  60.00
  9687.6    58.1  9.548  259.9    7.7   6.58  11329.4  0.020T 1.00    211.1   211.1   53.66    -  
0.6L    :  72.13
  9321.1    58.1  9.548  259.9    7.7   6.58  11329.4  0.020T 1.00    273.5   273.5   41.42    -  
0.7L    :  84.27
  8145.5    57.0  9.548  259.7    7.7   6.57  11096.4  0.020T 1.00    435.6   435.6   25.47    -  
0.8L    :  96.40
  6182.6    54.8  9.548  259.3    7.7   6.56  10630.4  0.020T 1.00    709.7   709.7   14.98    -  
0.9L    : 108.53
  3394.3    52.6  9.548  258.9    7.7   6.55  10164.6  0.020T 1.00   1126.7  1126.7    9.02    -  
H/2     : 117.41
   832.2    51.0  6.361  262.3    5.2   4.42   6785.6  0.032T 1.00       -       -     -     -  
Transfer: 117.67
   750.9    51.0  6.263  262.4    5.1   4.35   6682.4  0.032T 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 1-22; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.087
        M   2.00 Fb     0.124
 
  2   2 E  50.00 Ft     0.396
        M   8.00 Fb     0.071
 
  3   2 E  48.00 Ft     0.688
        M   6.00 Fb     0.031
 
  4   2 E  46.00 Ft     0.962
        M   4.00 Fb     0.006
 
  5   2 E  44.00 Ft     1.219
        M   2.00 Fb    -0.005
 
  6   2 E   6.00 Ft     1.170
        M   6.00 Fb     0.226
 
  7   2 E   6.00 Ft     1.121
        M   6.00 Fb     0.458
 
  8   2 E   6.00 Ft     1.072
        M   6.00 Fb     0.690
 
  9   2 E   6.00 Ft     1.023
        M   6.00 Fb     0.921
 
 10   2 E   6.00 Ft     0.974
        M   6.00 Fb     1.153
 
 11   2 E   6.00 Ft     0.925
        M   6.00 Fb     1.384
 
 12   2 E   4.00 Ft     0.859
        M   4.00 Fb     1.630
 
 13   2 E   4.00 Ft     0.793
        M   4.00 Fb     1.875
 
 14   2 E   4.00 Ft     0.726
        M   4.00 Fb     2.121
 
 15   2 E   4.00 Ft     0.660
        M   4.00 Fb     2.366
 
 16   2 E   4.00 Ft     0.593
        M   4.00 Fb     2.612
 
 17   2 E   4.00 Ft     0.527
        M   4.00 Fb     2.857
 
 18   2 E   2.00 Ft     0.443
        M   2.00 Fb     3.116
 
 19   2 E   2.00 Ft     0.359
        M   2.00 Fb     3.376
 
 20   2 E   2.00 Ft     0.275
        M   2.00 Fb     3.635
 
 21   2 E   2.00 Ft     0.191
        M   2.00 Fb     3.894
 
 22   2 E   2.00 Ft     0.107
        M   2.00 Fb     4.154
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 121.33            Release Length, ft: 121.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  44
No. of strands, Draped:   8           No. of strands, Straight:  36
Concrete Strength, f'ci:   7.0  ksi        f'c:   8.0 ksi  f'ct   4.0 ksi
Initial losses:  9.00 %               Final losses: 13.75 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.550       4.154     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.107       Trans
      Precast Top w/ reinf. (tension)      -0.635           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 11329.41     9687.62     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   0.238     Midspan
    Pre.Top:   4.800  -0.000     Bearing    3.600   2.964     Midspan
    Pre.Bot:   4.800  -0.000     Bearing    3.600   3.449    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.537  -0.000     Bearing
    Pre.Bot:  -0.537  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.200   1.838     Midspan
    Pre.Bot:                                                             3.200   1.637    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  60.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.756  1.80     10.361  2.20     12.664
Self Wt.       :      -2.446  1.85     -4.524  2.40     -5.869
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          :       3.311            5.837            6.794
 
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       0.087      0.00       0.087  120.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    60.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 121.330 ft
Release length = 121.330 ft
Design  length = 120.000 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)  : 0.710   (Calculated)    
Live Moment (1  lane  loaded)  : 0.482   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.166   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.933   (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           1446.7 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           698655 in4#
Ht. of c.g.           =        24.64 in             40.88 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 = 0.7955

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    11.47    23.60    35.73    47.87    60.00
 
Precast: (At Release, using Ec =  5131.5 ksi )
  Area    , in2    758.4    792.3    792.3    792.3    792.3    792.3    792.3    792.3
  Yb      ,  in    24.48    23.91    23.90    23.82    23.70    23.58    23.52    23.52
  MI(Ixx) , in4   287454   293196   293248   295111   297997   301274   303060   303060
Composite: (At Final, using Ec =  5362.7 ksi )
  Area    , in2   1455.8   1487.9   1487.9   1487.9   1487.9   1487.9   1487.9   1487.9
  Yb      ,  in    40.69    40.06    40.05    40.01    39.95    39.89    39.86    39.86
  MI(Ixx) , in4   706380   733741   733851   737743   743394   749426   752585   752585

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.00  ksi   
  Elasticity         =     5131.5 ksi   
  Max comp           =       4.55 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.63 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.00 ksi           4.00 ksi
  Elasticity         =    5362.70 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.80 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.60 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           =       3.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.54 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  44 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 42.47 ft from member end )
END PATTERN (Ycg = 11.82 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @ 44.000 in
     2 @ 46.000 in     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 4.18 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  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     =    9.55 in2      Initial Pull          =     1871.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.708 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.635 ft
Holddown Force        =  27.952 kips     Beam Shrtng (PL/AE)   =      0.670 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)       
--------------------------------------------------------------------------------------
      5340.824         740 3952.210     23.367 94637.594  1435.971     759.592        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      1.5000    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.5000      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     14.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     22.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.6670     35.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      35.1670     86.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      86.1631     98.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      98.6631    106.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00     106.6631    115.6631    Yes
      2      US#6[M19]       60.00        0.88       6.00     115.6631    118.6631    Yes
      2      US#6[M19]       60.00        0.88       5.00     118.6631    119.0801    Yes
      2      US#6[M19]       60.00        0.88       3.00     119.0801    119.8301    Yes
      2      US#6[M19]       60.00        0.88       2.75     119.8301    121.2051    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 120.0000       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.5480 in2       Ycg =  4.18 in
         P_init    =     1871.6 kips  Ecc = 20.46 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5132 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.63 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.175 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.39 ksi    0.00 ksi
    due to Composite Loads                                 -2.54 ksi    0.00 ksi
    due to Live Loads                                      -6.27 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                         7.50 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.62 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.63 ksi  ( 9.00 %)             9.32 ksi ( 4.75 %)
Total Prestress Losses                                    26.95 ksi (13.75 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.1 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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   107.2   118.8   485.4   887.3  1174.4  1346.6  1404.0
(Max)       V      46.8    45.0    44.8    37.9    28.4    18.9     9.5     0.0
DL-Prec.  : M       0.0    11.9    13.2    54.0    98.6   130.6   149.7   156.1
DC(Max)     V       5.2     5.0     5.0     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   125.5   139.1   568.7  1039.5  1375.8  1577.6  1644.8
Haunch (Max)V      54.8    52.7    52.5    44.3    33.3    22.2    11.1     0.0
Diaphragm : M       0.0     0.6     0.6     2.9     5.9     8.9    12.0    15.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    41.6    46.1   188.6   344.7   456.2   523.1   545.4
DC(Max)     V      18.2    17.5    17.4    14.7    11.0     7.4     3.7     0.0
DL-Comp   : M       0.0    22.4    24.9   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.4     7.9     5.9     4.0     2.0     0.0
LL + I    : M+      0.0   205.0   227.2   924.2  1676.5  2196.7  2506.8  2594.3
            V     147.7   143.7   143.3   128.0   107.8    87.6    59.3    39.1
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   147.7   143.7   143.3   128.1   109.3    91.4    74.4    58.3
            M      -0.0   202.3   224.1   894.7  1571.3  1989.9  2170.2  2132.2
Total     : M+      0.0   514.2   569.9  2325.4  4238.3  5588.5  6397.8  6653.6
            V     282.8   273.5   272.5   237.3   189.8   142.3    86.8    39.3
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   282.8   273.5   272.5   237.4   191.3   146.2   101.9    58.6
            M      -0.0   511.5   566.8  2295.8  4133.2  5381.7  6061.2  6191.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.41  117.67  120.00
Self wt.  : M    1346.6  1174.4   887.3   485.4   118.8   107.2     0.0
(Max)       V       9.5    18.9    28.4    37.9    44.8    45.0    46.8
DL-Prec.  : M     149.7   130.6    98.6    54.0    13.2    11.9     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     5.0     5.0     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1577.6  1375.8  1039.5   568.7   139.1   125.5     0.0
Haunch (Max)V      11.1    22.2    33.3    44.3    52.5    52.7    54.8
Diaphragm : M      12.0     8.9     5.9     2.9     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     523.1   456.2   344.7   188.6    46.1    41.6     0.0
DC(Max)     V       3.7     7.4    11.0    14.7    17.4    17.5    18.2
DL-Comp   : M     282.0   245.9   185.8   101.6    24.9    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.4     9.4     9.8
LL + I    : M+   2506.8  2196.7  1676.5   924.2   227.2   205.0     0.0
            V      59.3    87.6   107.8   128.0   143.3   143.7   147.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    74.4    91.4   109.3   128.1   143.3   143.7   147.7
            M    2170.2  1989.9  1571.3   894.7   224.1   202.3     0.0
Total     : M+   6397.8  5588.5  4238.3  2325.4   569.9   514.2     0.0
            V      86.8   142.3   189.8   237.3   272.5   273.5   282.8
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   101.9   146.2   191.3   237.4   272.5   273.5   282.8
            M    6061.2  5381.7  4133.2  2295.8   566.8   511.5     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               46.8             46.8
Deck+Haunch            54.8             54.8
Diaphragm               0.2              0.3
DL-Prec.(DC)            5.2              5.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           90.9             90.9
DL-Comp.(DW)           49.0             49.0
Live                  104.8            104.8
        Truck          66.4             66.4
        Lane           38.4             38.4
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, 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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   107.2   118.8   485.4   887.3  1174.4  1346.6  1404.0
(Max)       V      46.8    45.0    44.8    37.9    28.4    18.9     9.5     0.0
DL-Prec.  : M       0.0    11.9    13.2    54.0    98.6   130.6   149.7   156.1
DC(Max)     V       5.2     5.0     5.0     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   125.5   139.1   568.7  1039.5  1375.8  1577.6  1644.8
Haunch (Max)V      54.8    52.7    52.5    44.3    33.3    22.2    11.1     0.0
Diaphragm : M       0.0     0.6     0.6     2.9     5.9     8.9    12.0    15.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    41.6    46.1   188.6   344.7   456.2   523.1   545.4
DC(Max)     V      18.2    17.5    17.4    14.7    11.0     7.4     3.7     0.0
DL-Comp   : M       0.0    22.4    24.9   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.4     7.9     5.9     4.0     2.0     0.0
LL + I    : M+      0.0   164.0   181.7   739.4  1341.2  1757.4  2005.5  2075.4
            V     118.2   115.0   114.6   102.4    86.2    70.1    47.4    31.3
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   118.2   115.0   114.6   102.4    87.4    73.1    59.5    46.7
            M      -0.0   161.8   179.2   715.8  1257.1  1591.9  1736.2  1705.8
Total     : M+      0.0   473.2   524.5  2140.5  3903.0  5149.1  5896.4  6134.7
            V     253.2   244.8   243.8   211.7   168.3   124.8    74.9    31.5
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   253.2   244.8   243.9   211.7   169.5   127.9    87.0    46.9
            M      -0.0   471.1   522.0  2116.9  3818.9  4983.7  5627.1  5765.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.41  117.67  120.00
Self wt.  : M    1346.6  1174.4   887.3   485.4   118.8   107.2     0.0
(Max)       V       9.5    18.9    28.4    37.9    44.8    45.0    46.8
DL-Prec.  : M     149.7   130.6    98.6    54.0    13.2    11.9     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     5.0     5.0     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1577.6  1375.8  1039.5   568.7   139.1   125.5     0.0
Haunch (Max)V      11.1    22.2    33.3    44.3    52.5    52.7    54.8
Diaphragm : M      12.0     8.9     5.9     2.9     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     523.1   456.2   344.7   188.6    46.1    41.6     0.0
DC(Max)     V       3.7     7.4    11.0    14.7    17.4    17.5    18.2
DL-Comp   : M     282.0   245.9   185.8   101.6    24.9    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.4     9.4     9.8
LL + I    : M+   2005.5  1757.4  1341.2   739.4   181.7   164.0     0.0
            V      47.4    70.1    86.2   102.4   114.6   115.0   118.2
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    59.5    73.1    87.4   102.4   114.6   115.0   118.2
            M    1736.2  1591.9  1257.1   715.8   179.2   161.8     0.0
Total     : M+   5896.4  5149.1  3903.0  2140.5   524.5   473.2     0.0
            V      74.9   124.8   168.3   211.7   243.8   244.8   253.2
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    87.0   127.9   169.5   211.7   243.9   244.8   253.2
            M    5627.1  4983.7  3818.9  2116.9   522.0   471.1     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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   133.9   148.5   606.8  1109.1  1467.9  1683.2  1755.0
(Max)       V      58.5    56.2    56.0    47.3    35.5    23.7    11.8     0.0
Self wt.  : M       0.0    96.4   106.9   436.9   798.6  1056.9  1211.9  1263.6
(Min)       V      42.1    40.5    40.3    34.1    25.6    17.0     8.5     0.0
DL-Prec.  : M       0.0    14.9    16.5    67.5   123.3   163.2   187.1   195.1
DC(Max)     V       6.5     6.3     6.2     5.3     3.9     2.6     1.3     0.0
DL-Prec.  : M       0.0    10.7    11.9    48.6    88.8   117.5   134.7   140.5
DC(Min)     V       4.7     4.5     4.5     3.8     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   156.9   173.9   710.8  1299.4  1719.8  1972.0  2056.1
Haunch (Max)V      68.5    65.9    65.6    55.4    41.6    27.7    13.9     0.0
Deck +    : M       0.0   113.0   125.2   511.8   935.6  1238.2  1419.8  1480.4
Haunch (Min)V      49.3    47.4    47.2    39.9    29.9    20.0    10.0     0.0
Diaphragm : M       0.0     0.7     0.8     3.6     7.4    11.2    15.0    18.7
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     2.6     5.3     8.0    10.8    13.5
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    52.0    57.7   235.7   430.8   570.2   653.9   681.7
DC(Max)     V      22.7    21.8    21.7    18.4    13.8     9.2     4.6     0.0
DL-Comp   : M       0.0    37.5    41.5   169.7   310.2   410.6   470.8   490.9
DC(Min)     V      16.4    15.7    15.7    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    33.7    37.3   152.5   278.7   368.9   423.0   441.0
DW(Max)     V      14.7    14.1    14.1    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    14.6    16.2    66.1   120.8   159.8   183.3   191.1
DW(Min)     V       6.4     6.1     6.1     5.2     3.9     2.6     1.3     0.0
LL + I    : M+      0.0   358.7   397.6  1617.4  2933.8  3844.3  4387.0  4539.9
            V     258.5   251.5   250.7   224.0   188.6   153.3   103.8    68.4
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   258.5   251.5   250.7   224.1   191.2   160.0   130.2   102.1
            M      -0.0   354.0   392.1  1565.7  2749.8  3482.3  3797.9  3731.4
Total     : M+      0.0   750.9   832.2  3394.3  6182.6  8145.5  9321.1  9687.6
            V     429.8   416.1   414.6   362.6   292.7   222.7   138.6    68.7
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   429.8   416.1   414.6   362.7   295.3   229.4   165.1   102.4
            M      -0.0   746.1   826.8  3342.6  5998.6  7783.5  8732.1  8879.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.41  117.67  120.00
Self wt.  : M    1683.2  1467.9  1109.1   606.8   148.5   133.9     0.0
(Max)       V      11.8    23.7    35.5    47.3    56.0    56.2    58.5
Self wt.  : M    1211.9  1056.9   798.6   436.9   106.9    96.4     0.0
(Min)       V       8.5    17.0    25.6    34.1    40.3    40.5    42.1
DL-Prec.  : M     187.1   163.2   123.3    67.5    16.5    14.9     0.0
DC(Max)     V       1.3     2.6     3.9     5.3     6.2     6.3     6.5
DL-Prec.  : M     134.7   117.5    88.8    48.6    11.9    10.7     0.0
DC(Min)     V       0.9     1.9     2.8     3.8     4.5     4.5     4.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1972.0  1719.8  1299.4   710.8   173.9   156.9     0.0
Haunch (Max)V      13.9    27.7    41.6    55.4    65.6    65.9    68.5
Deck +    : M    1419.8  1238.2   935.6   511.8   125.2   113.0     0.0
Haunch (Min)V      10.0    20.0    29.9    39.9    47.2    47.4    49.3
Diaphragm : M      15.0    11.2     7.4     3.6     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      10.8     8.0     5.3     2.6     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     653.9   570.2   430.8   235.7    57.7    52.0     0.0
DC(Max)     V       4.6     9.2    13.8    18.4    21.7    21.8    22.7
DL-Comp   : M     470.8   410.6   310.2   169.7    41.5    37.5     0.0
DC(Min)     V       3.3     6.6     9.9    13.2    15.7    15.7    16.4
DL-Comp   : M     423.0   368.9   278.7   152.5    37.3    33.7     0.0
DW(Max)     V       3.0     5.9     8.9    11.9    14.1    14.1    14.7
DL-Comp   : M     183.3   159.8   120.8    66.1    16.2    14.6     0.0
DW(Min)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
LL + I    : M+   4387.0  3844.3  2933.8  1617.4   397.6   358.7     0.0
            V     103.8   153.3   188.6   224.0   250.7   251.5   258.5
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   130.2   160.0   191.2   224.1   250.7   251.5   258.5
            M    3797.9  3482.3  2749.8  1565.7   392.1   354.0     0.0
Total     : M+   9321.1  8145.5  6182.6  3394.3   832.2   750.9     0.0
            V     138.6   222.7   292.7   362.6   414.6   416.1   429.8
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   165.1   229.4   295.3   362.7   414.6   416.1   429.8
            M    8732.1  7783.5  5998.6  3342.6   826.8   746.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               58.5             58.5
Deck+Haunch            68.5             68.5
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.5              6.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          113.6            113.6
DL-Comp.(DW)           73.5             73.5
Live                  183.4            183.4
        Truck         116.2            116.2
        Lane           67.2             67.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, 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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   107.2   118.8   485.4   887.3  1174.4  1346.6  1404.0
(Max)       V      46.8    45.0    44.8    37.9    28.4    18.9     9.5     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    11.9    13.2    54.0    98.6   130.6   149.7   156.1
DC(Max)     V       5.2     5.0     5.0     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   125.5   139.1   568.7  1039.5  1375.8  1577.6  1644.8
Haunch (Max)V      54.8    52.7    52.5    44.3    33.3    22.2    11.1     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     2.9     5.9     8.9    12.0    15.0
(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    41.6    46.1   188.6   344.7   456.2   523.1   545.4
DC(Max)     V      18.2    17.5    17.4    14.7    11.0     7.4     3.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    22.4    24.9   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.4     7.9     5.9     4.0     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   134.4   148.9   599.7  1069.2  1396.5  1571.3  1576.5
            V     114.6   111.9   111.6   101.1    87.6    66.3    52.8    39.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   114.6   111.9   111.6   101.1    87.6    74.1    60.6    47.1
            M       0.0   134.4   148.9   599.7  1069.2  1369.1  1499.3  1460.0
Total     : M+      0.0   443.6   491.6  2000.8  3631.0  4788.3  5462.3  5635.9
            V     249.7   241.7   240.8   210.4   169.6   121.1    80.3    39.5
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   249.7   241.7   240.8   210.4   169.6   128.9    88.1    47.3
            M       0.0   443.6   491.6  2000.8  3631.0  4760.8  5390.3  5519.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.41  117.67  120.00
Self wt.  : M    1346.6  1174.4   887.3   485.4   118.8   107.2     0.0
(Max)       V       9.5    18.9    28.4    37.9    44.8    45.0    46.8
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     149.7   130.6    98.6    54.0    13.2    11.9     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     5.0     5.0     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1577.6  1375.8  1039.5   568.7   139.1   125.5     0.0
Haunch (Max)V      11.1    22.2    33.3    44.3    52.5    52.7    54.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      12.0     8.9     5.9     2.9     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     523.1   456.2   344.7   188.6    46.1    41.6     0.0
DC(Max)     V       3.7     7.4    11.0    14.7    17.4    17.5    18.2
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     282.0   245.9   185.8   101.6    24.9    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.4     9.4     9.8
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+   1571.3  1396.5  1069.2   599.7   148.9   134.4     0.0
            V      52.8    66.3    87.6   101.1   111.6   111.9   114.6
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    60.6    74.1    87.6   101.1   111.6   111.9   114.6
            M    1499.3  1369.1  1069.2   599.7   148.9   134.4     0.0
Total     : M+   5462.3  4788.3  3631.0  2000.8   491.6   443.6     0.0
            V      80.3   121.1   169.6   210.4   240.8   241.7   249.7
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    88.1   128.9   169.6   210.4   240.8   241.7   249.7
            M    5390.3  4760.8  3631.0  2000.8   491.6   443.6     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.13   24.27   36.40   48.53   60.67   42.47
 
Beam-Self
Precast-top    0.171   0.634   1.121   1.461   1.663   1.732   1.579 
Bottom        -0.135  -0.500  -0.877  -1.132  -1.283  -1.337  -1.221 
 
Prestress
Precast-top   -0.064  -0.352  -0.729  -1.097  -1.278  -1.278  -1.278 
Bottom         4.289   4.504   4.780   5.043   5.170   5.170   5.170 
 
Total
Precast-top    0.107   0.282   0.392   0.364   0.385   0.455   0.301 
Bottom         4.154   4.004   3.903   3.911   3.887   3.834   3.950 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.02 %)
             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   11.47   23.60   35.73   47.87   60.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.021   0.084   0.152   0.200   0.229   0.238 
Precast-top    0.002   0.261   0.288   1.123   1.965   2.464   2.795   2.964 
Bottom         0.868   3.449   3.424   2.653   1.877   1.412   1.112   0.965 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.13   24.27   36.40   48.53   60.67   42.47
 
Beam-Self
Precast-top    0.171   0.634   1.121   1.461   1.663   1.732   1.579 
Bottom        -0.135  -0.500  -0.877  -1.132  -1.283  -1.337  -1.221 
 
Prestress
Precast-top   -0.064  -0.352  -0.729  -1.097  -1.278  -1.278  -1.278 
Bottom         4.289   4.504   4.780   5.043   5.170   5.170   5.170 
 
Total
Precast-top    0.107   0.282   0.392   0.364   0.385   0.455   0.301 
Bottom         4.154   4.004   3.903   3.911   3.887   3.834   3.950 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.02 %)
             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   11.47   23.60   35.73   47.87   60.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   11.47   23.60   35.73   47.87   60.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.048   0.053   0.214   0.382   0.498   0.561   0.567 
Precast-top    0.001   0.161   0.178   0.698   1.225   1.547   1.752   1.838 
Bottom         0.434   1.637   1.614   0.936   0.249  -0.186  -0.443  -0.519 
 

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
    429.8    6.5   58.2    1.136   5.4   6.00e-3 50.0    442.9     1.828    3.840      0.00
      0.0    1.0   57.8     41.9 0.157      29.3 0.87    12.00     0.116    1.584 
Transfer:   3.00
    416.1    6.5   58.2    5.124  24.3  -0.05e-3 28.8    276.1     0.542    1.760      0.00
    746.1    4.4   56.1    189.0 0.150     162.0 4.97    12.00     0.116    1.629 
Critical:   5.31
    402.5    6.5   58.2    5.845  24.3  -0.09e-3 28.7    256.5     0.503    1.760      0.00
   1415.4    4.9   55.8    189.0 0.146     166.4 5.13    12.00     0.116    1.676 
0.1L    :  12.13
    362.7    6.5   58.2    7.812  24.3  -0.10e-3 28.7    213.0     0.423    0.827      0.00
   3342.6    6.6   55.0    189.0 0.132     165.7 5.19    12.00     0.116    1.503 
0.2L    :  24.27
    295.3    6.5   54.8    9.548  24.3  -0.03e-3 28.9    156.4     0.335    0.496      0.00
   5998.6    6.6   51.5    189.0 0.113     147.3 4.92    24.00     0.116    1.229 
0.3L    :  36.40
    229.4    6.5   57.0    9.548  24.3   0.51e-3 30.8    122.6     0.272    0.413      0.00
   7783.5    6.6   53.7    189.0 0.083     108.0 3.46    24.00     0.116    1.249 
0.4L    :  48.53
    165.1    6.5   58.1    9.548   0.0   1.00e-3 32.5     96.3     0.224    0.413      0.00
   8732.1    6.6   54.8    189.0 0.064      87.1 2.74    24.00     0.116    1.443 
0.5L    :  60.67
    102.4    6.5   58.1    9.548   0.0   0.89e-3 32.1     22.2     0.116    0.413      0.00
   8879.1    6.6   54.8    189.0 0.040      91.5 2.88    24.00     0.116    2.389 
0.6L    :  72.80
    165.1    6.5   58.1    9.548   0.0   1.00e-3 32.5     96.3     0.224    0.413      0.00
   8732.1    6.6   54.8    189.0 0.064      87.1 2.74    24.00     0.116    1.443 
0.7L    :  84.93
    229.4    6.5   57.0    9.548  24.3   0.51e-3 30.8    122.6     0.272    0.413      0.00
   7783.5    6.6   53.7    189.0 0.083     108.0 3.46    24.00     0.116    1.249 
0.8L    :  97.06
    295.3    6.5   54.8    9.548  24.3  -0.03e-3 28.9    156.4     0.335    0.496      0.00
   5998.6    6.6   51.5    189.0 0.113     147.3 4.92    24.00     0.116    1.229 
0.9L    : 109.20
    362.7    6.5   58.2    7.812  24.3  -0.10e-3 28.7    213.0     0.423    0.827      0.00
   3342.6    6.6   55.0    189.0 0.132     165.7 5.19    12.00     0.116    1.503 
Critical: 116.02
    402.5    6.5   58.2    5.845  24.3  -0.09e-3 28.7    256.5     0.503    1.760      0.00
   1415.4    4.9   55.8    189.0 0.146     166.4 5.13    12.00     0.116    1.676 
Transfer: 118.33
    416.1    6.5   58.2    5.124  24.3  -0.05e-3 28.8    276.1     0.542    1.760      0.00
    746.1    4.4   56.1    189.0 0.150     162.0 4.97    12.00     0.116    1.629 
Bearing : 120.67
    429.8    6.5   58.2    1.136   5.4   6.00e-3 50.0    442.9     1.828    3.840      0.00
      0.0    1.0   57.8     41.9 0.157      29.3 0.87    12.00     0.116    1.584 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1871.60
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    3.74
 
 
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
    429.8      8.27     58.25    0.99       57.76    24.00      0.300      2.006      0.000      3.840 
Transfer:      2.33
    416.1      8.25     58.25    4.35       56.07    24.00      0.300      1.999      0.000      1.760 
Critical:      4.65
    402.6      8.02     58.25    4.92       55.79    24.00      0.300      1.923      0.000      1.760 
0.1L    :     11.47
    362.7      7.33     58.25    6.55       54.97    24.00      0.300      1.694      0.000      0.827 
0.2L    :     23.60
    295.3      6.37     54.80    6.56       51.51    24.00      0.300      1.373      0.000      0.496 
0.3L    :     35.73
    229.4      4.75     56.98    6.57       53.69    24.00      0.300      0.833      0.000      0.413 
0.4L    :     47.87
    165.1      3.35     58.07    6.58       54.78    24.00      0.300      0.366      0.000      0.413 
0.5L    :     60.00
    102.4      2.08     58.07    6.58       54.78    24.00      0.300      0.000      0.000      0.413 
0.6L    :     72.13
    165.1      3.35     58.07    6.58       54.78    24.00      0.300      0.366      0.000      0.413 
0.7L    :     84.27
    229.4      4.75     56.98    6.57       53.69    24.00      0.300      0.833      0.000      0.413 
0.8L    :     96.40
    295.3      6.37     54.80    6.56       51.51    24.00      0.300      1.373      0.000      0.496 
0.9L    :    108.53
    362.7      7.33     58.25    6.55       54.97    24.00      0.300      1.694      0.000      0.827 
Critical:    115.35
    402.6      8.02     58.25    4.92       55.79    24.00      0.300      1.923      0.000      1.760 
Transfer:    117.67
    416.1      8.25     58.25    4.35       56.07    24.00      0.300      1.999      0.000      1.760 
Bearing :    120.00
    429.8      8.27     58.25    0.99       57.76    24.00      0.300      2.006      0.000      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 11.47 ft
Prestress      :       2.046  1.80      3.683  2.20      4.502
Self Wt.       :      -0.788  1.85     -1.459  2.40     -1.892
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.258            2.225            2.609
 
At 0.2 x L = 23.60 ft
Prestress      :       3.666  1.80      6.599  2.20      8.066
Self Wt.       :      -1.477  1.85     -2.733  2.40     -3.545
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.189            3.867            4.521
 
At 0.3 x L = 35.73 ft
Prestress      :       4.815  1.80      8.667  2.20     10.593
Self Wt.       :      -2.000  1.85     -3.701  2.40     -4.801
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.815            4.967            5.793
 
At 0.4 x L = 47.87 ft
Prestress      :       5.510  1.80      9.917  2.20     12.121
Self Wt.       :      -2.329  1.85     -4.309  2.40     -5.589
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          :       3.181            5.609            6.531
 
At 0.5 x L = 60.00 ft
Prestress      :       5.756  1.80     10.361  2.20     12.664
Self Wt.       :      -2.446  1.85     -4.524  2.40     -5.869
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          :       3.311            5.837            6.794
 
At 0.6 x L = 72.13 ft
Prestress      :       5.510  1.80      9.917  2.20     12.121
Self Wt.       :      -2.329  1.85     -4.309  2.40     -5.589
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          :       3.181            5.609            6.531
 
At 0.7 x L = 84.27 ft
Prestress      :       4.815  1.80      8.667  2.20     10.593
Self Wt.       :      -2.000  1.85     -3.701  2.40     -4.801
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.815            4.967            5.793
 
At 0.8 x L = 96.40 ft
Prestress      :       3.666  1.80      6.599  2.20      8.066
Self Wt.       :      -1.477  1.85     -2.733  2.40     -3.545
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.189            3.867            4.521
 
At 0.9 x L = 108.53 ft
Prestress      :       2.046  1.80      3.683  2.20      4.502
Self Wt.       :      -0.788  1.85     -1.459  2.40     -1.892
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.258            2.225            2.609
 

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
   750.9    51.0  6.263  262.4    5.1   4.35   6682.4  0.032T 1.00       -       -     -     -  
H/2     :   2.59
   832.2    51.0  6.361  262.3    5.2   4.42   6785.6  0.032T 1.00       -       -     -     -  
0.1L    :  11.47
  3394.3    52.6  9.548  258.9    7.7   6.55  10164.6  0.020T 1.00       -       -     -     -  
0.2L    :  23.60
  6182.6    54.8  9.548  259.3    7.7   6.56  10630.4  0.020T 1.00    709.7   709.7   14.98    -  
0.3L    :  35.73
  8145.5    57.0  9.548  259.7    7.7   6.57  11096.4  0.020T 1.00    435.6   435.6   25.47    -  
0.4L    :  47.87
  9321.1    58.1  9.548  259.9    7.7   6.58  11329.4  0.020T 1.00    273.5   273.5   41.42    -  
0.5L    :  60.00
  9687.6    58.1  9.548  259.9    7.7   6.58  11329.4  0.020T 1.00    211.1   211.1   53.66    -  
0.6L    :  72.13
  9321.1    58.1  9.548  259.9    7.7   6.58  11329.4  0.020T 1.00    273.5   273.5   41.42    -  
0.7L    :  84.27
  8145.5    57.0  9.548  259.7    7.7   6.57  11096.4  0.020T 1.00    435.6   435.6   25.47    -  
0.8L    :  96.40
  6182.6    54.8  9.548  259.3    7.7   6.56  10630.4  0.020T 1.00    709.7   709.7   14.98    -  
0.9L    : 108.53
  3394.3    52.6  9.548  258.9    7.7   6.55  10164.6  0.020T 1.00   1126.7  1126.7    9.02    -  
H/2     : 117.41
   832.2    51.0  6.361  262.3    5.2   4.42   6785.6  0.032T 1.00       -       -     -     -  
Transfer: 117.67
   750.9    51.0  6.263  262.4    5.1   4.35   6682.4  0.032T 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 1-22; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.087
        M   2.00 Fb     0.124
 
  2   2 E  50.00 Ft     0.396
        M   8.00 Fb     0.071
 
  3   2 E  48.00 Ft     0.688
        M   6.00 Fb     0.031
 
  4   2 E  46.00 Ft     0.962
        M   4.00 Fb     0.006
 
  5   2 E  44.00 Ft     1.219
        M   2.00 Fb    -0.005
 
  6   2 E   6.00 Ft     1.170
        M   6.00 Fb     0.226
 
  7   2 E   6.00 Ft     1.121
        M   6.00 Fb     0.458
 
  8   2 E   6.00 Ft     1.072
        M   6.00 Fb     0.690
 
  9   2 E   6.00 Ft     1.023
        M   6.00 Fb     0.921
 
 10   2 E   6.00 Ft     0.974
        M   6.00 Fb     1.153
 
 11   2 E   6.00 Ft     0.925
        M   6.00 Fb     1.384
 
 12   2 E   4.00 Ft     0.859
        M   4.00 Fb     1.630
 
 13   2 E   4.00 Ft     0.793
        M   4.00 Fb     1.875
 
 14   2 E   4.00 Ft     0.726
        M   4.00 Fb     2.121
 
 15   2 E   4.00 Ft     0.660
        M   4.00 Fb     2.366
 
 16   2 E   4.00 Ft     0.593
        M   4.00 Fb     2.612
 
 17   2 E   4.00 Ft     0.527
        M   4.00 Fb     2.857
 
 18   2 E   2.00 Ft     0.443
        M   2.00 Fb     3.116
 
 19   2 E   2.00 Ft     0.359
        M   2.00 Fb     3.376
 
 20   2 E   2.00 Ft     0.275
        M   2.00 Fb     3.635
 
 21   2 E   2.00 Ft     0.191
        M   2.00 Fb     3.894
 
 22   2 E   2.00 Ft     0.107
        M   2.00 Fb     4.154
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 121.33            Release Length, ft: 121.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  44
No. of strands, Draped:   8           No. of strands, Straight:  36
Concrete Strength, f'ci:   7.0  ksi        f'c:   8.0 ksi  f'ct   4.0 ksi
Initial losses:  9.00 %               Final losses: 13.75 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.550       4.154     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.107       Trans
      Precast Top w/ reinf. (tension)      -0.635           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 11329.41     9687.62     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   0.238     Midspan
    Pre.Top:   4.800  -0.000     Bearing    3.600   2.964     Midspan
    Pre.Bot:   4.800  -0.000     Bearing    3.600   3.449    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.537  -0.000     Bearing
    Pre.Bot:  -0.537  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.200   1.838     Midspan
    Pre.Bot:                                                             3.200   1.637    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  60.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.756  1.80     10.361  2.20     12.664
Self Wt.       :      -2.446  1.85     -4.524  2.40     -5.869
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          :       3.311            5.837            6.794
 
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       0.076      0.00       0.076  120.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    60.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 121.330 ft
Release length = 121.330 ft
Design  length = 120.000 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)  : 0.695   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.927   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.021   (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           1363.5 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           671193 in4#
Ht. of c.g.           =        24.64 in             39.81 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 = 0.7955

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    11.47    23.60    35.73    47.87    60.00
 
Precast: (At Release, using Ec =  5131.5 ksi )
  Area    , in2    758.4    792.3    792.3    792.3    792.3    792.3    792.3    792.3
  Yb      ,  in    24.48    23.91    23.90    23.82    23.70    23.58    23.52    23.52
  MI(Ixx) , in4   287454   293196   293248   295111   297997   301274   303060   303060
Composite: (At Final, using Ec =  5362.7 ksi )
  Area    , in2   1372.6   1404.6   1404.6   1404.6   1404.6   1404.6   1404.6   1404.6
  Yb      ,  in    39.62    38.97    38.97    38.92    38.86    38.79    38.76    38.76
  MI(Ixx) , in4   678360   703737   703843   707592   713047   718882   721943   721943

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.00  ksi   
  Elasticity         =     5131.5 ksi   
  Max comp           =       4.55 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.63 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.00 ksi           4.00 ksi
  Elasticity         =    5362.70 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.80 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.60 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           =       3.20 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.54 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  44 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 42.47 ft from member end )
END PATTERN (Ycg = 11.82 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @ 44.000 in
     2 @ 46.000 in     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 4.18 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  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     =    9.55 in2      Initial Pull          =     1871.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.602 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.503 ft
Holddown Force        =  27.952 kips     Beam Shrtng (PL/AE)   =      0.670 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)       
--------------------------------------------------------------------------------------
      5340.824         740 3952.210     23.367 94637.594  1435.971     759.592        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      1.5000    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.5000      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     14.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     22.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.6670     35.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      35.1670     86.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      86.1631     98.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      98.6631    106.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00     106.6631    115.6631    Yes
      2      US#6[M19]       60.00        0.88       6.00     115.6631    118.6631    Yes
      2      US#6[M19]       60.00        0.88       5.00     118.6631    119.0801    Yes
      2      US#6[M19]       60.00        0.88       3.00     119.0801    119.8301    Yes
      2      US#6[M19]       60.00        0.88       2.75     119.8301    121.2051    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 120.0000       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.5480 in2       Ycg =  4.18 in
         P_init    =     1871.6 kips  Ecc = 20.46 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5132 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    17.63 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.175 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.48 ksi    0.00 ksi
    due to Composite Loads                                 -2.56 ksi    0.00 ksi
    due to Live Loads                                      -7.14 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                         7.50 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.62 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 17.63 ksi  ( 9.00 %)             9.33 ksi ( 4.76 %)
Total Prestress Losses                                    26.97 ksi (13.76 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.1 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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   107.2   118.8   485.4   887.3  1174.4  1346.6  1404.0
(Max)       V      46.8    45.0    44.8    37.9    28.4    18.9     9.5     0.0
DL-Prec.  : M       0.0    10.5    11.6    47.4    86.6   114.7   131.5   137.1
DC(Max)     V       4.6     4.4     4.4     3.7     2.8     1.8     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   110.6   122.5   500.9   915.5  1211.7  1389.4  1448.7
Haunch (Max)V      48.3    46.4    46.2    39.1    29.3    19.5     9.8     0.0
Diaphragm : M       0.0     0.3     0.3     1.4     3.0     4.5     6.0     7.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    41.6    46.1   188.6   344.7   456.2   523.1   545.4
DC(Max)     V      18.2    17.5    17.4    14.7    11.0     7.4     3.7     0.0
DL-Comp   : M       0.0    22.4    24.9   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.4     7.9     5.9     4.0     2.0     0.0
LL + I    : M+      0.0   230.9   255.9  1041.0  1888.3  2474.3  2823.6  2922.1
            V     129.3   125.8   125.4   112.1    94.4    76.7    51.9    34.2
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   129.3   125.8   125.5   112.1    95.7    80.0    65.2    51.1
            M      -0.0   227.8   252.4  1007.8  1769.9  2241.4  2444.5  2401.7
Total     : M+      0.0   523.4   580.1  2366.4  4311.2  5681.7  6502.2  6758.8
            V     257.1   248.6   247.7   215.4   171.9   128.4    77.9    34.3
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   257.1   248.6   247.7   215.5   173.2   131.8    91.1    51.2
            M      -0.0   520.4   576.6  2333.1  4192.8  5448.7  6123.1  6238.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.41  117.67  120.00
Self wt.  : M    1346.6  1174.4   887.3   485.4   118.8   107.2     0.0
(Max)       V       9.5    18.9    28.4    37.9    44.8    45.0    46.8
DL-Prec.  : M     131.5   114.7    86.6    47.4    11.6    10.5     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.4     4.4     4.6
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    1389.4  1211.7   915.5   500.9   122.5   110.6     0.0
Haunch (Max)V       9.8    19.5    29.3    39.1    46.2    46.4    48.3
Diaphragm : M       6.0     4.5     3.0     1.4     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     523.1   456.2   344.7   188.6    46.1    41.6     0.0
DC(Max)     V       3.7     7.4    11.0    14.7    17.4    17.5    18.2
DL-Comp   : M     282.0   245.9   185.8   101.6    24.9    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.4     9.4     9.8
LL + I    : M+   2823.6  2474.3  1888.3  1041.0   255.9   230.9     0.0
            V      51.9    76.7    94.4   112.1   125.4   125.8   129.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    65.2    80.0    95.7   112.1   125.5   125.8   129.3
            M    2444.5  2241.4  1769.9  1007.8   252.4   227.8     0.0
Total     : M+   6502.2  5681.7  4311.2  2366.4   580.1   523.4     0.0
            V      77.9   128.4   171.9   215.4   247.7   248.6   257.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    91.1   131.8   173.2   215.5   247.7   248.6   257.1
            M    6123.1  5448.7  4192.8  2333.1   576.6   520.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               46.8             46.8
Deck+Haunch            48.3             48.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.6              4.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           90.9             90.9
DL-Comp.(DW)           49.0             49.0
Live                  104.8            104.8
        Truck          66.4             66.4
        Lane           38.4             38.4
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, 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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   107.2   118.8   485.4   887.3  1174.4  1346.6  1404.0
(Max)       V      46.8    45.0    44.8    37.9    28.4    18.9     9.5     0.0
DL-Prec.  : M       0.0    10.5    11.6    47.4    86.6   114.7   131.5   137.1
DC(Max)     V       4.6     4.4     4.4     3.7     2.8     1.8     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   110.6   122.5   500.9   915.5  1211.7  1389.4  1448.7
Haunch (Max)V      48.3    46.4    46.2    39.1    29.3    19.5     9.8     0.0
Diaphragm : M       0.0     0.3     0.3     1.4     3.0     4.5     6.0     7.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    41.6    46.1   188.6   344.7   456.2   523.1   545.4
DC(Max)     V      18.2    17.5    17.4    14.7    11.0     7.4     3.7     0.0
DL-Comp   : M       0.0    22.4    24.9   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.4     7.9     5.9     4.0     2.0     0.0
LL + I    : M+      0.0   184.7   204.7   832.8  1510.7  1979.5  2258.9  2337.7
            V     103.5   100.7   100.4    89.7    75.5    61.3    41.5    27.4
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   103.5   100.7   100.4    89.7    76.5    64.0    52.1    40.9
            M      -0.0   182.3   201.9   806.2  1415.9  1793.1  1955.6  1921.3
Total     : M+      0.0   477.2   528.9  2158.1  3933.6  5186.8  5937.5  6174.3
            V     231.2   223.5   222.6   193.0   153.1   113.1    67.5    27.5
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   231.2   223.5   222.6   193.1   154.1   115.8    78.1    41.0
            M      -0.0   474.8   526.1  2131.5  3838.8  5000.4  5634.2  5758.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.41  117.67  120.00
Self wt.  : M    1346.6  1174.4   887.3   485.4   118.8   107.2     0.0
(Max)       V       9.5    18.9    28.4    37.9    44.8    45.0    46.8
DL-Prec.  : M     131.5   114.7    86.6    47.4    11.6    10.5     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.4     4.4     4.6
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    1389.4  1211.7   915.5   500.9   122.5   110.6     0.0
Haunch (Max)V       9.8    19.5    29.3    39.1    46.2    46.4    48.3
Diaphragm : M       6.0     4.5     3.0     1.4     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     523.1   456.2   344.7   188.6    46.1    41.6     0.0
DC(Max)     V       3.7     7.4    11.0    14.7    17.4    17.5    18.2
DL-Comp   : M     282.0   245.9   185.8   101.6    24.9    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.4     9.4     9.8
LL + I    : M+   2258.9  1979.5  1510.7   832.8   204.7   184.7     0.0
            V      41.5    61.3    75.5    89.7   100.4   100.7   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    52.1    64.0    76.5    89.7   100.4   100.7   103.5
            M    1955.6  1793.1  1415.9   806.2   201.9   182.3     0.0
Total     : M+   5937.5  5186.8  3933.6  2158.1   528.9   477.2     0.0
            V      67.5   113.1   153.1   193.0   222.6   223.5   231.2
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    78.1   115.8   154.1   193.1   222.6   223.5   231.2
            M    5634.2  5000.4  3838.8  2131.5   526.1   474.8     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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   133.9   148.5   606.8  1109.1  1467.9  1683.2  1755.0
(Max)       V      58.5    56.2    56.0    47.3    35.5    23.7    11.8     0.0
Self wt.  : M       0.0    96.4   106.9   436.9   798.6  1056.9  1211.9  1263.6
(Min)       V      42.1    40.5    40.3    34.1    25.6    17.0     8.5     0.0
DL-Prec.  : M       0.0    13.1    14.5    59.3   108.3   143.4   164.4   171.4
DC(Max)     V       5.7     5.5     5.5     4.6     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     9.4    10.4    42.7    78.0   103.2   118.4   123.4
DC(Min)     V       4.1     4.0     3.9     3.3     2.5     1.7     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
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   138.2   153.2   626.1  1144.4  1514.6  1736.8  1810.8
Haunch (Max)V      60.4    58.0    57.8    48.8    36.6    24.4    12.2     0.0
Deck +    : M       0.0    99.5   110.3   450.8   824.0  1090.5  1250.5  1303.8
Haunch (Min)V      43.5    41.8    41.6    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.4     0.4     1.8     3.7     5.6     7.5     9.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.3     2.7     4.0     5.4     6.7
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    52.0    57.7   235.7   430.8   570.2   653.9   681.7
DC(Max)     V      22.7    21.8    21.7    18.4    13.8     9.2     4.6     0.0
DL-Comp   : M       0.0    37.5    41.5   169.7   310.2   410.6   470.8   490.9
DC(Min)     V      16.4    15.7    15.7    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    33.7    37.3   152.5   278.7   368.9   423.0   441.0
DW(Max)     V      14.7    14.1    14.1    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    14.6    16.2    66.1   120.8   159.8   183.3   191.1
DW(Min)     V       6.4     6.1     6.1     5.2     3.9     2.6     1.3     0.0
LL + I    : M+      0.0   404.1   447.8  1821.8  3304.6  4330.1  4941.3  5113.6
            V     226.4   220.2   219.5   196.1   165.2   134.2    90.9    59.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   226.4   220.2   219.5   196.2   167.5   140.1   114.0    89.4
            M      -0.0   398.7   441.7  1763.6  3097.3  3922.4  4277.9  4202.9
Total     : M+      0.0   775.3   859.3  3503.9  6379.7  8400.7  9610.1  9983.0
            V     388.5   376.1   374.7   327.3   263.6   199.9   123.8    60.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   388.5   376.1   374.7   327.4   265.9   205.7   146.9    89.5
            M      -0.0   770.0   853.2  3445.7  6172.4  7993.0  8946.6  9072.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.41  117.67  120.00
Self wt.  : M    1683.2  1467.9  1109.1   606.8   148.5   133.9     0.0
(Max)       V      11.8    23.7    35.5    47.3    56.0    56.2    58.5
Self wt.  : M    1211.9  1056.9   798.6   436.9   106.9    96.4     0.0
(Min)       V       8.5    17.0    25.6    34.1    40.3    40.5    42.1
DL-Prec.  : M     164.4   143.4   108.3    59.3    14.5    13.1     0.0
DC(Max)     V       1.2     2.3     3.5     4.6     5.5     5.5     5.7
DL-Prec.  : M     118.4   103.2    78.0    42.7    10.4     9.4     0.0
DC(Min)     V       0.8     1.7     2.5     3.3     3.9     4.0     4.1
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    1736.8  1514.6  1144.4   626.1   153.2   138.2     0.0
Haunch (Max)V      12.2    24.4    36.6    48.8    57.8    58.0    60.4
Deck +    : M    1250.5  1090.5   824.0   450.8   110.3    99.5     0.0
Haunch (Min)V       8.8    17.6    26.4    35.2    41.6    41.8    43.5
Diaphragm : M       7.5     5.6     3.7     1.8     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       5.4     4.0     2.7     1.3     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     653.9   570.2   430.8   235.7    57.7    52.0     0.0
DC(Max)     V       4.6     9.2    13.8    18.4    21.7    21.8    22.7
DL-Comp   : M     470.8   410.6   310.2   169.7    41.5    37.5     0.0
DC(Min)     V       3.3     6.6     9.9    13.2    15.7    15.7    16.4
DL-Comp   : M     423.0   368.9   278.7   152.5    37.3    33.7     0.0
DW(Max)     V       3.0     5.9     8.9    11.9    14.1    14.1    14.7
DL-Comp   : M     183.3   159.8   120.8    66.1    16.2    14.6     0.0
DW(Min)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
LL + I    : M+   4941.3  4330.1  3304.6  1821.8   447.8   404.1     0.0
            V      90.9   134.2   165.2   196.1   219.5   220.2   226.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   114.0   140.1   167.5   196.2   219.5   220.2   226.4
            M    4277.9  3922.4  3097.3  1763.6   441.7   398.7     0.0
Total     : M+   9610.1  8400.7  6379.7  3503.9   859.3   775.3     0.0
            V     123.8   199.9   263.6   327.3   374.7   376.1   388.5
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   146.9   205.7   265.9   327.4   374.7   376.1   388.5
            M    8946.6  7993.0  6172.4  3445.7   853.2   770.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               58.5             58.5
Deck+Haunch            60.4             60.4
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.7              5.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          113.6            113.6
DL-Comp.(DW)           73.5             73.5
Live                  183.4            183.4
        Truck         116.2            116.2
        Lane           67.2             67.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, 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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   107.2   118.8   485.4   887.3  1174.4  1346.6  1404.0
(Max)       V      46.8    45.0    44.8    37.9    28.4    18.9     9.5     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    10.5    11.6    47.4    86.6   114.7   131.5   137.1
DC(Max)     V       4.6     4.4     4.4     3.7     2.8     1.8     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   110.6   122.5   500.9   915.5  1211.7  1389.4  1448.7
Haunch (Max)V      48.3    46.4    46.2    39.1    29.3    19.5     9.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.4     3.0     4.5     6.0     7.5
(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    41.6    46.1   188.6   344.7   456.2   523.1   545.4
DC(Max)     V      18.2    17.5    17.4    14.7    11.0     7.4     3.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    22.4    24.9   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.4     7.9     5.9     4.0     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   222.9   246.9   994.6  1773.3  2316.3  2606.2  2614.8
            V     125.5   122.4   122.1   110.7    95.9    72.6    57.8    43.0
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   125.5   122.4   122.1   110.7    95.9    81.1    66.3    51.5
            M       0.0   222.9   246.9   994.6  1773.3  2270.7  2486.8  2421.6
Total     : M+      0.0   515.4   571.2  2319.9  4196.2  5523.6  6284.8  6451.5
            V     253.2   245.2   244.4   214.0   173.4   124.3    83.7    43.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   253.2   245.2   244.4   214.0   173.4   132.8    92.2    51.6
            M       0.0   515.4   571.2  2319.9  4196.2  5478.0  6165.4  6258.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.41  117.67  120.00
Self wt.  : M    1346.6  1174.4   887.3   485.4   118.8   107.2     0.0
(Max)       V       9.5    18.9    28.4    37.9    44.8    45.0    46.8
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     131.5   114.7    86.6    47.4    11.6    10.5     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.4     4.4     4.6
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    1389.4  1211.7   915.5   500.9   122.5   110.6     0.0
Haunch (Max)V       9.8    19.5    29.3    39.1    46.2    46.4    48.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       6.0     4.5     3.0     1.4     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     523.1   456.2   344.7   188.6    46.1    41.6     0.0
DC(Max)     V       3.7     7.4    11.0    14.7    17.4    17.5    18.2
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     282.0   245.9   185.8   101.6    24.9    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.4     9.4     9.8
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+   2606.2  2316.3  1773.3   994.6   246.9   222.9     0.0
            V      57.8    72.6    95.9   110.7   122.1   122.4   125.5
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    66.3    81.1    95.9   110.7   122.1   122.4   125.5
            M    2486.8  2270.7  1773.3   994.6   246.9   222.9     0.0
Total     : M+   6284.8  5523.6  4196.2  2319.9   571.2   515.4     0.0
            V      83.7   124.3   173.4   214.0   244.4   245.2   253.2
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    92.2   132.8   173.4   214.0   244.4   245.2   253.2
            M    6165.4  5478.0  4196.2  2319.9   571.2   515.4     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.13   24.27   36.40   48.53   60.67   42.47
 
Beam-Self
Precast-top    0.171   0.634   1.121   1.461   1.663   1.732   1.579 
Bottom        -0.135  -0.500  -0.877  -1.132  -1.283  -1.337  -1.221 
 
Prestress
Precast-top   -0.064  -0.352  -0.729  -1.097  -1.278  -1.278  -1.278 
Bottom         4.289   4.504   4.780   5.043   5.170   5.170   5.170 
 
Total
Precast-top    0.107   0.282   0.392   0.364   0.385   0.455   0.301 
Bottom         4.154   4.004   3.903   3.911   3.887   3.834   3.950 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.02 %)
             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   11.47   23.60   35.73   47.87   60.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.022   0.091   0.166   0.219   0.250   0.261 
Precast-top    0.002   0.243   0.268   1.038   1.810   2.260   2.561   2.719 
Bottom         0.868   3.465   3.441   2.724   2.005   1.579   1.303   1.165 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.13   24.27   36.40   48.53   60.67   42.47
 
Beam-Self
Precast-top    0.171   0.634   1.121   1.461   1.663   1.732   1.579 
Bottom        -0.135  -0.500  -0.877  -1.132  -1.283  -1.337  -1.221 
 
Prestress
Precast-top   -0.064  -0.352  -0.729  -1.097  -1.278  -1.278  -1.278 
Bottom         4.289   4.504   4.780   5.043   5.170   5.170   5.170 
 
Total
Precast-top    0.107   0.282   0.392   0.364   0.385   0.455   0.301 
Bottom         4.154   4.004   3.903   3.911   3.887   3.834   3.950 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.02 %)
             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   11.47   23.60   35.73   47.87   60.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   11.47   23.60   35.73   47.87   60.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.081   0.089   0.359   0.638   0.831   0.934   0.942 
Precast-top    0.001   0.178   0.197   0.773   1.357   1.718   1.941   2.022 
Bottom         0.434   1.584   1.557   0.705  -0.157  -0.710  -1.028  -1.102 
 

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
    388.5    6.5   58.2    1.142   5.4   6.00e-3 50.0    397.0     1.641    3.840      0.00
      0.0    1.1   57.7     41.9 0.142      29.3 0.87    12.00     0.116    1.750 
Transfer:   3.00
    376.1    6.5   58.2    5.151  24.3  -0.07e-3 28.8    229.2     0.451    1.760      0.00
    770.0    5.0   55.8    189.0 0.136     164.3 5.07    12.00     0.116    1.793 
Critical:   5.29
    363.8    6.5   58.2    5.865  24.3  -0.11e-3 28.6    210.9     0.415    1.760      0.00
   1452.2    5.6   55.5    189.0 0.132     168.9 5.24    12.00     0.116    1.844 
0.1L    :  12.13
    327.4    6.5   58.2    7.812  24.3  -0.11e-3 28.6    174.1     0.348    0.827      0.00
   3445.7    7.4   54.5    189.0 0.120     165.4 5.22    24.00     0.116    1.657 
0.2L    :  24.27
    265.9    6.5   54.8    9.548  24.3  -0.03e-3 28.9    125.5     0.271    0.496      0.00
   6172.4    7.4   51.1    189.0 0.102     145.6 4.91    24.00     0.116    1.352 
0.3L    :  36.40
    205.7    6.5   57.0    9.548  24.3   0.65e-3 31.3    104.6     0.239    0.413      0.00
   7993.0    7.4   53.3    189.0 0.074      99.7 3.22    24.00     0.116    1.335 
0.4L    :  48.53
    146.9    6.5   58.1    9.548   0.0   1.17e-3 33.1     82.5     0.198    0.413      0.00
   8946.6    7.4   54.3    189.0 0.058      80.8 2.56    24.00     0.116    1.550 
0.5L    :  60.67
     89.5    6.5   58.1    9.548   0.0   1.06e-3 32.7     15.0     0.116    0.413      0.00
   9072.3    7.4   54.3    189.0 0.035      84.5 2.67    24.00     0.116    2.607 
0.6L    :  72.80
    146.9    6.5   58.1    9.548   0.0   1.17e-3 33.1     82.5     0.198    0.413      0.00
   8946.6    7.4   54.3    189.0 0.058      80.8 2.56    24.00     0.116    1.550 
0.7L    :  84.93
    205.7    6.5   57.0    9.548  24.3   0.65e-3 31.3    104.6     0.239    0.413      0.00
   7993.0    7.4   53.3    189.0 0.074      99.7 3.22    24.00     0.116    1.335 
0.8L    :  97.06
    265.9    6.5   54.8    9.548  24.3  -0.03e-3 28.9    125.5     0.271    0.496      0.00
   6172.4    7.4   51.1    189.0 0.102     145.6 4.91    24.00     0.116    1.352 
0.9L    : 109.20
    327.4    6.5   58.2    7.812  24.3  -0.11e-3 28.6    174.1     0.348    0.827      0.00
   3445.7    7.4   54.5    189.0 0.120     165.4 5.22    24.00     0.116    1.657 
Critical: 116.04
    363.8    6.5   58.2    5.865  24.3  -0.11e-3 28.6    210.9     0.415    1.760      0.00
   1452.2    5.6   55.5    189.0 0.132     168.9 5.24    12.00     0.116    1.844 
Transfer: 118.33
    376.1    6.5   58.2    5.151  24.3  -0.07e-3 28.8    229.2     0.451    1.760      0.00
    770.0    5.0   55.8    189.0 0.136     164.3 5.07    12.00     0.116    1.793 
Bearing : 120.67
    388.5    6.5   58.2    1.142   5.4   6.00e-3 50.0    397.0     1.641    3.840      0.00
      0.0    1.1   57.7     41.9 0.142      29.3 0.87    12.00     0.116    1.750 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1871.60
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    3.74
 
 
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
    388.5      7.48     58.25    1.13       57.69    24.00      0.300      1.745      0.000      3.840 
Transfer:      2.33
    376.1      7.49     58.25    4.96       55.77    24.00      0.300      1.748      0.000      1.760 
Critical:      4.62
    363.9      7.29     58.25    5.59       55.46    24.00      0.300      1.680      0.000      1.760 
0.1L    :     11.47
    327.4      6.67     58.25    7.42       54.54    24.00      0.300      1.473      0.000      0.827 
0.2L    :     23.60
    265.9      5.78     54.80    7.43       51.08    24.00      0.300      1.178      0.000      0.496 
0.3L    :     35.73
    205.7      4.29     56.98    7.44       53.26    24.00      0.300      0.681      0.000      0.413 
0.4L    :     47.87
    146.9      3.00     58.07    7.45       54.34    24.00      0.300      0.252      0.000      0.413 
0.5L    :     60.00
     89.5      1.83     58.07    7.45       54.34    24.00      0.300      0.000      0.000      0.413 
0.6L    :     72.13
    146.9      3.00     58.07    7.45       54.34    24.00      0.300      0.252      0.000      0.413 
0.7L    :     84.27
    205.7      4.29     56.98    7.44       53.26    24.00      0.300      0.681      0.000      0.413 
0.8L    :     96.40
    265.9      5.78     54.80    7.43       51.08    24.00      0.300      1.178      0.000      0.496 
0.9L    :    108.53
    327.4      6.67     58.25    7.42       54.54    24.00      0.300      1.473      0.000      0.827 
Critical:    115.38
    363.9      7.29     58.25    5.59       55.46    24.00      0.300      1.680      0.000      1.760 
Transfer:    117.67
    376.1      7.49     58.25    4.96       55.77    24.00      0.300      1.748      0.000      1.760 
Bearing :    120.00
    388.5      7.48     58.25    1.13       57.69    24.00      0.300      1.745      0.000      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 11.47 ft
Prestress      :       2.046  1.80      3.683  2.20      4.502
Self Wt.       :      -0.788  1.85     -1.459  2.40     -1.892
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.258            2.225            2.609
 
At 0.2 x L = 23.60 ft
Prestress      :       3.666  1.80      6.599  2.20      8.066
Self Wt.       :      -1.477  1.85     -2.733  2.40     -3.545
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.189            3.867            4.521
 
At 0.3 x L = 35.73 ft
Prestress      :       4.815  1.80      8.667  2.20     10.593
Self Wt.       :      -2.000  1.85     -3.701  2.40     -4.801
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.815            4.967            5.793
 
At 0.4 x L = 47.87 ft
Prestress      :       5.510  1.80      9.917  2.20     12.121
Self Wt.       :      -2.329  1.85     -4.309  2.40     -5.589
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          :       3.181            5.609            6.531
 
At 0.5 x L = 60.00 ft
Prestress      :       5.756  1.80     10.361  2.20     12.664
Self Wt.       :      -2.446  1.85     -4.524  2.40     -5.869
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          :       3.311            5.837            6.794
 
At 0.6 x L = 72.13 ft
Prestress      :       5.510  1.80      9.917  2.20     12.121
Self Wt.       :      -2.329  1.85     -4.309  2.40     -5.589
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          :       3.181            5.609            6.531
 
At 0.7 x L = 84.27 ft
Prestress      :       4.815  1.80      8.667  2.20     10.593
Self Wt.       :      -2.000  1.85     -3.701  2.40     -4.801
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.815            4.967            5.793
 
At 0.8 x L = 96.40 ft
Prestress      :       3.666  1.80      6.599  2.20      8.066
Self Wt.       :      -1.477  1.85     -2.733  2.40     -3.545
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.189            3.867            4.521
 
At 0.9 x L = 108.53 ft
Prestress      :       2.046  1.80      3.683  2.20      4.502
Self Wt.       :      -0.788  1.85     -1.459  2.40     -1.892
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.258            2.225            2.609
 

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
   775.3    51.0  6.295  261.3    5.8   4.96   6648.0  0.028T 1.00       -       -     -     -  
H/2     :   2.59
   859.3    51.0  6.393  261.2    5.9   5.04   6749.5  0.027T 1.00       -       -     -     -  
0.1L    :  11.47
  3503.9    52.6  9.548  257.5    8.7   7.42  10018.6  0.018T 1.00       -       -     -     -  
0.2L    :  23.60
  6379.7    54.8  9.548  257.9    8.7   7.43  10483.6  0.018T 1.00    791.9   791.9   13.24    -  
0.3L    :  35.73
  8400.7    57.0  9.548  258.4    8.8   7.44  10948.8  0.018T 1.00    549.4   549.4   19.93    -  
0.4L    :  47.87
  9610.1    58.1  9.548  258.6    8.8   7.45  11181.5  0.018T 1.00    406.2   406.2   27.53    -  
0.5L    :  60.00
  9983.0    58.1  9.548  258.6    8.8   7.45  11181.5  0.018T 1.00    351.1   351.1   31.85    -  
0.6L    :  72.13
  9610.1    58.1  9.548  258.6    8.8   7.45  11181.5  0.018T 1.00    406.2   406.2   27.53    -  
0.7L    :  84.27
  8400.7    57.0  9.548  258.4    8.8   7.44  10948.8  0.018T 1.00    549.4   549.4   19.93    -  
0.8L    :  96.40
  6379.7    54.8  9.548  257.9    8.7   7.43  10483.6  0.018T 1.00    791.9   791.9   13.24    -  
0.9L    : 108.53
  3503.9    52.6  9.548  257.5    8.7   7.42  10018.6  0.018T 1.00   1161.9  1161.9    8.62    -  
H/2     : 117.41
   859.3    51.0  6.393  261.2    5.9   5.04   6749.5  0.027T 1.00       -       -     -     -  
Transfer: 117.67
   775.3    51.0  6.295  261.3    5.8   4.96   6648.0  0.028T 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 1-22; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.087
        M   2.00 Fb     0.124
 
  2   2 E  50.00 Ft     0.396
        M   8.00 Fb     0.071
 
  3   2 E  48.00 Ft     0.688
        M   6.00 Fb     0.031
 
  4   2 E  46.00 Ft     0.962
        M   4.00 Fb     0.006
 
  5   2 E  44.00 Ft     1.219
        M   2.00 Fb    -0.005
 
  6   2 E   6.00 Ft     1.170
        M   6.00 Fb     0.226
 
  7   2 E   6.00 Ft     1.121
        M   6.00 Fb     0.458
 
  8   2 E   6.00 Ft     1.072
        M   6.00 Fb     0.690
 
  9   2 E   6.00 Ft     1.023
        M   6.00 Fb     0.921
 
 10   2 E   6.00 Ft     0.974
        M   6.00 Fb     1.153
 
 11   2 E   6.00 Ft     0.925
        M   6.00 Fb     1.384
 
 12   2 E   4.00 Ft     0.859
        M   4.00 Fb     1.630
 
 13   2 E   4.00 Ft     0.793
        M   4.00 Fb     1.875
 
 14   2 E   4.00 Ft     0.726
        M   4.00 Fb     2.121
 
 15   2 E   4.00 Ft     0.660
        M   4.00 Fb     2.366
 
 16   2 E   4.00 Ft     0.593
        M   4.00 Fb     2.612
 
 17   2 E   4.00 Ft     0.527
        M   4.00 Fb     2.857
 
 18   2 E   2.00 Ft     0.443
        M   2.00 Fb     3.116
 
 19   2 E   2.00 Ft     0.359
        M   2.00 Fb     3.376
 
 20   2 E   2.00 Ft     0.275
        M   2.00 Fb     3.635
 
 21   2 E   2.00 Ft     0.191
        M   2.00 Fb     3.894
 
 22   2 E   2.00 Ft     0.107
        M   2.00 Fb     4.154
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 121.33            Release Length, ft: 121.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  44
No. of strands, Draped:   8           No. of strands, Straight:  36
Concrete Strength, f'ci:   7.0  ksi        f'c:   8.0 ksi  f'ct   4.0 ksi
Initial losses:  9.00 %               Final losses: 13.76 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.550       4.154     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.107       Trans
      Precast Top w/ reinf. (tension)      -0.635           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 11181.48     9983.00     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   0.261     Midspan
    Pre.Top:   4.800  -0.000     Bearing    3.600   2.719     Midspan
    Pre.Bot:   4.800  -0.000     Bearing    3.600   3.465    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.537  -0.000     Bearing
    Pre.Bot:  -0.537  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.200   2.022     Midspan
    Pre.Bot:                                                             3.200   1.584    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  60.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.756  1.80     10.361  2.20     12.664
Self Wt.       :      -2.446  1.85     -4.524  2.40     -5.869
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          :       3.311            5.837            6.794
 
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

