 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTE120 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 points are at 0.35*Lp (Lpis the beam overall length)
                     (9) The beam lifting and supporting points are both assumed are 9 feet and 11 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 5.5 ksi and 6 ksi, respectively.
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_65c1.tmp\BTE120-0_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 =   4982053.00
 
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-BTE    3.500    807.4   422790.0  63.00  28.75  34.00   8.125
 2               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 3               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 4               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 5               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   8.125
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      6.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4877.010        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      5.500 
Eci ,ksi      =   4738.960
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.35L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: 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        0.035    0.00       0.035  120.00   Additional Haunch Load
   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        0.035    0.00       0.035  120.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087  120.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  120.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087  120.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  120.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087  120.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  120.00   Additional Haunch Load
   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        0.740    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    0.049     0.045 OK     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              5.50 ksi 
  Elasticity          4739.0 ksi 
  Max comp              3.58 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.56 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      6.00 ksi    4.00 ksi 
  Elasticity 4877.01 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.60 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.70 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.40 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.47 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    5.50        6.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    5.50        6.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    5.50        6.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    5.50        6.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    5.50        6.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 38 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 42.47 ft from member end )
 
END PATTERN (Ycg = 15.05 in):
 
  12 @  2.000 in 8 @  4.000 in 10 @  6.000 in 2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in 2 @ 60.000 in                
 
MID PATTERN (Ycg = 4.11 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 8 @  4.000 in 10 @  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    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  20.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  20.4167  36.6699 Yes       
       2 US#5[M16]  60.0  0.62   18.00  36.6670  84.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  84.6601  95.9101 Yes       
       2 US#5[M16]  60.0  0.62   12.00  95.9101 109.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 109.9134 114.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 114.4134 114.9551 Yes       
       2 US#6[M19]  60.0  0.88    6.00 114.9551 119.9551 Yes       
       2 US#6[M19]  60.0  0.88    3.00 119.9551 120.2051 Yes       
       2 US#6[M19]  60.0  0.88    3.00 120.2051 120.4551 No        
       2 US#6[M19]  60.0  0.88    3.00 120.4551 120.7051 Yes       
       2 US#6[M19]  60.0  0.88    3.00 120.7051 120.9551 No        
       2 US#6[M19]  60.0  0.88    3.00 120.9551 121.2051 Yes       
       2 US#6[M19]  60.0  0.88    1.50 121.2001 121.3301 No        
 
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 121.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
 38 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 42.47 ft from member end )
 
END PATTERN (Ycg = 15.05 in):
 
  12 @  2.000 in 8 @  4.000 in 10 @  6.000 in 2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in 2 @ 60.000 in                
 
MID PATTERN (Ycg = 4.11 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 8 @  4.000 in 10 @  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    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  20.4167 Yes       
       2 US#5[M16]  60.0  0.62  15.00*  20.4167  36.6699 Yes       
       2 US#5[M16]  60.0  0.62   18.00  36.6670  84.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  84.6601  95.9101 Yes       
       2 US#5[M16]  60.0  0.62   12.00  95.9101 109.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 109.9134 114.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 114.4134 114.9551 Yes       
       2 US#6[M19]  60.0  0.88    6.00 114.9551 119.9551 Yes       
       2 US#6[M19]  60.0  0.88    3.00 119.9551 120.2051 Yes       
       2 US#6[M19]  60.0  0.88    3.00 120.2051 120.4551 No        
       2 US#6[M19]  60.0  0.88    3.00 120.4551 120.7051 Yes       
       2 US#6[M19]  60.0  0.88    3.00 120.7051 120.9551 No        
       2 US#6[M19]  60.0  0.88    3.00 120.9551 121.2051 Yes       
       2 US#6[M19]  60.0  0.88    1.50 121.2001 121.3301 No        
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
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 121.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
 38 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 42.47 ft from member end )
 
END PATTERN (Ycg = 15.05 in):
 
  12 @  2.000 in 8 @  4.000 in 10 @  6.000 in 2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in 2 @ 60.000 in                
 
MID PATTERN (Ycg = 4.11 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 8 @  4.000 in 10 @  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    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  20.4167 Yes       
       2 US#5[M16]  60.0  0.62  15.00*  20.4167  36.6699 Yes       
       2 US#5[M16]  60.0  0.62   18.00  36.6670  84.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  84.6601  95.9101 Yes       
       2 US#5[M16]  60.0  0.62   12.00  95.9101 109.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 109.9134 114.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 114.4134 114.9551 Yes       
       2 US#6[M19]  60.0  0.88    6.00 114.9551 119.9551 Yes       
       2 US#6[M19]  60.0  0.88    3.00 119.9551 120.2051 Yes       
       2 US#6[M19]  60.0  0.88    3.00 120.2051 120.4551 No        
       2 US#6[M19]  60.0  0.88    3.00 120.4551 120.7051 Yes       
       2 US#6[M19]  60.0  0.88    3.00 120.7051 120.9551 No        
       2 US#6[M19]  60.0  0.88    3.00 120.9551 121.2051 Yes       
       2 US#6[M19]  60.0  0.88    1.50 121.2001 121.3301 No        
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
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 121.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
 38 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 42.47 ft from member end )
 
END PATTERN (Ycg = 15.05 in):
 
  12 @  2.000 in 8 @  4.000 in 10 @  6.000 in 2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in 2 @ 60.000 in                
 
MID PATTERN (Ycg = 4.11 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 8 @  4.000 in 10 @  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    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  20.4167 Yes       
       2 US#5[M16]  60.0  0.62  15.00*  20.4167  36.6699 Yes       
       2 US#5[M16]  60.0  0.62   18.00  36.6670  84.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  84.6601  95.9101 Yes       
       2 US#5[M16]  60.0  0.62   12.00  95.9101 109.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 109.9134 114.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 114.4134 114.9551 Yes       
       2 US#6[M19]  60.0  0.88    6.00 114.9551 119.9551 Yes       
       2 US#6[M19]  60.0  0.88    3.00 119.9551 120.2051 Yes       
       2 US#6[M19]  60.0  0.88    3.00 120.2051 120.4551 No        
       2 US#6[M19]  60.0  0.88    3.00 120.4551 120.7051 Yes       
       2 US#6[M19]  60.0  0.88    3.00 120.7051 120.9551 No        
       2 US#6[M19]  60.0  0.88    3.00 120.9551 121.2051 Yes       
       2 US#6[M19]  60.0  0.88    1.50 121.2001 121.3301 No        
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
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 121.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
 38 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 42.47 ft from member end )
 
END PATTERN (Ycg = 15.05 in):
 
  12 @  2.000 in 8 @  4.000 in 10 @  6.000 in 2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in 2 @ 60.000 in                
 
MID PATTERN (Ycg = 4.11 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 8 @  4.000 in 10 @  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    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  20.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  20.4167  36.6699 Yes       
       2 US#5[M16]  60.0  0.62   18.00  36.6670  84.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  84.6601  95.9101 Yes       
       2 US#5[M16]  60.0  0.62   12.00  95.9101 109.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 109.9134 114.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 114.4134 114.9551 Yes       
       2 US#6[M19]  60.0  0.88    6.00 114.9551 119.9551 Yes       
       2 US#6[M19]  60.0  0.88    3.00 119.9551 120.2051 Yes       
       2 US#6[M19]  60.0  0.88    3.00 120.2051 120.4551 No        
       2 US#6[M19]  60.0  0.88    3.00 120.4551 120.7051 Yes       
       2 US#6[M19]  60.0  0.88    3.00 120.7051 120.9551 No        
       2 US#6[M19]  60.0  0.88    3.00 120.9551 121.2051 Yes       
       2 US#6[M19]  60.0  0.88    1.50 121.2001 121.3301 No        
 
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 121.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 

Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  120.00
     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    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.712   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.911   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.004   (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                  =        807.4 in2           1483.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           972635 in4#
Ht. of c.g.           =        28.75 in             46.31 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1645.9 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    11.47    23.60    35.73    47.87    60.00
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    816.6    848.7    848.7    848.7    848.7    848.7    848.7    848.7
  Yb      ,  in    28.59    28.05    28.04    27.93    27.78    27.63    27.55    27.55
  MI(Ixx) , in4   424533   431026   431213   433924   438449   443743   446678   446678
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1492.1   1523.2   1523.2   1523.2   1523.2   1523.2   1523.2   1523.2
  Yb      ,  in    46.12    45.47    45.46    45.41    45.32    45.24    45.20    45.20
  MI(Ixx) , in4   981328  1012536  1012944  1018617  1027364  1036871  1041910  1041910

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  38 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 42.47 ft from member end )
END PATTERN (Ycg = 15.05 in):
    12 @  2.000 in     8 @  4.000 in    10 @  6.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.11 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     8 @  4.000 in    10 @  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     =    8.25 in2      Initial Pull          =     1616.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.904 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.880 ft
Holddown Force        =  34.545 kips     Beam Shrtng (PL/AE)   =      0.585 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)       
---------------------------------------------------------------------------------------
      4614.068         740 3414.411     25.196 102043.805  1621.689     768.011        
 
 
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       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     20.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.4167     36.6699    Yes
      2      US#5[M16]       60.00        0.62      18.00      36.6670     84.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      84.6601     95.9101    Yes
      2      US#5[M16]       60.00        0.62      12.00      95.9101    109.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     109.9134    114.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     114.4134    114.9551    Yes
      2      US#6[M19]       60.00        0.88       6.00     114.9551    119.9551    Yes
      2      US#6[M19]       60.00        0.88       3.00     119.9551    120.2051    Yes
      2      US#6[M19]       60.00        0.88       3.00     120.2051    120.4551     No
      2      US#6[M19]       60.00        0.88       3.00     120.4551    120.7051    Yes
      2      US#6[M19]       60.00        0.88       3.00     120.7051    120.9551     No
      2      US#6[M19]       60.00        0.88       3.00     120.9551    121.2051    Yes
      2      US#6[M19]       60.00        0.88       1.50     121.2001    121.3301     No
 
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 121.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 8.2460 in2       Ycg =  4.11 in
         P_init    =     1616.4 kips  Ecc = 24.64 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.79 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.625 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.44 ksi    0.00 ksi
    due to Composite Loads                                 -2.29 ksi    0.00 ksi
    due to Live Loads                                      -6.47 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.40 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.79 ksi  ( 8.05 %)            11.84 ksi ( 6.04 %)
Total Prestress Losses                                    27.62 ksi (14.09 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.4 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    2.97   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   115.5   146.1   523.4   956.7  1266.3  1452.0  1513.9
(Max)       V      50.5    48.5    48.0    40.8    30.6    20.4    10.2     0.0
DL-Prec.  : M       0.0    22.4    28.3   101.5   185.6   245.7   281.7   293.7
DC(Max)     V       9.8     9.4     9.3     7.9     5.9     4.0     2.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   110.6   139.8   500.9   915.5  1211.7  1389.4  1448.7
Haunch (Max)V      48.3    46.4    45.9    39.1    29.3    19.5     9.8     0.0
Diaphragm : M       0.0     0.3     0.4     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    40.7    51.4   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    16.9    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    22.4    28.4   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.3     7.9     5.9     4.0     2.0     0.0
LL + I    : M+      0.0   230.9   291.9  1041.0  1888.3  2474.3  2823.6  2922.1
            V     127.2   123.8   122.8   110.2    92.8    75.4    51.1    33.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   127.2   123.8   122.8   110.3    94.1    78.7    64.1    50.2
            M       0.0   227.8   287.7  1007.8  1769.9  2241.4  2444.5  2401.7
Total     : M+      0.0   542.8   686.3  2454.1  4471.7  5894.0  6745.7  7012.6
            V     263.5   254.7   252.3   220.5   175.5   130.6    78.7    33.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   263.5   254.7   252.3   220.5   176.8   133.9    91.7    50.4
            M       0.0   539.7   682.1  2420.9  4353.3  5661.0  6366.6  6492.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.03  117.67  120.00
Self wt.  : M    1452.0  1266.3   956.7   523.4   146.1   115.5     0.0
(Max)       V      10.2    20.4    30.6    40.8    48.0    48.5    50.5
DL-Prec.  : M     281.7   245.7   185.6   101.5    28.3    22.4     0.0
DC(Max)     V       2.0     4.0     5.9     7.9     9.3     9.4     9.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1389.4  1211.7   915.5   500.9   139.8   110.6     0.0
Haunch (Max)V       9.8    19.5    29.3    39.1    45.9    46.4    48.3
Diaphragm : M       6.0     4.5     3.0     1.4     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     511.0   445.7   336.7   184.2    51.4    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    16.9    17.1    17.8
DL-Comp   : M     282.0   245.9   185.8   101.6    28.4    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.3     9.4     9.8
LL + I    : M+   2823.6  2474.3  1888.3  1041.0   291.9   230.9     0.0
            V      51.1    75.4    92.8   110.2   122.8   123.8   127.2
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    64.1    78.7    94.1   110.3   122.8   123.8   127.2
            M    2444.5  2241.4  1769.9  1007.8   287.7   227.8    -0.0
Total     : M+   6745.7  5894.0  4471.7  2454.1   686.3   542.8     0.0
            V      78.7   130.6   175.5   220.5   252.3   254.7   263.5
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    91.7   133.9   176.8   220.5   252.3   254.7   263.5
            M    6366.6  5661.0  4353.3  2420.9   682.1   539.7    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               50.5             50.5
Deck+Haunch            48.3             48.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            9.8              9.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           88.8             88.8
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    2.97   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   115.5   146.1   523.4   956.7  1266.3  1452.0  1513.9
(Max)       V      50.5    48.5    48.0    40.8    30.6    20.4    10.2     0.0
DL-Prec.  : M       0.0    22.4    28.3   101.5   185.6   245.7   281.7   293.7
DC(Max)     V       9.8     9.4     9.3     7.9     5.9     4.0     2.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   110.6   139.8   500.9   915.5  1211.7  1389.4  1448.7
Haunch (Max)V      48.3    46.4    45.9    39.1    29.3    19.5     9.8     0.0
Diaphragm : M       0.0     0.3     0.4     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    40.7    51.4   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    16.9    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    22.4    28.4   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.3     7.9     5.9     4.0     2.0     0.0
LL + I    : M+      0.0   184.7   233.5   832.8  1510.7  1979.5  2258.9  2337.7
            V     101.8    99.0    98.3    88.2    74.3    60.3    40.9    26.9
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   101.8    99.0    98.3    88.2    75.3    63.0    51.3    40.2
            M       0.0   182.3   230.1   806.2  1415.9  1793.1  1955.6  1921.3
Total     : M+      0.0   496.6   627.9  2245.9  4094.0  5399.1  6181.0  6428.2
            V     238.0   229.9   227.8   198.4   157.0   115.5    68.5    27.0
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   238.0   230.0   227.8   198.4   158.0   118.1    78.9    40.3
            M       0.0   494.2   624.6  2219.3  3999.3  5212.8  5877.7  6011.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.03  117.67  120.00
Self wt.  : M    1452.0  1266.3   956.7   523.4   146.1   115.5     0.0
(Max)       V      10.2    20.4    30.6    40.8    48.0    48.5    50.5
DL-Prec.  : M     281.7   245.7   185.6   101.5    28.3    22.4     0.0
DC(Max)     V       2.0     4.0     5.9     7.9     9.3     9.4     9.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1389.4  1211.7   915.5   500.9   139.8   110.6     0.0
Haunch (Max)V       9.8    19.5    29.3    39.1    45.9    46.4    48.3
Diaphragm : M       6.0     4.5     3.0     1.4     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     511.0   445.7   336.7   184.2    51.4    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    16.9    17.1    17.8
DL-Comp   : M     282.0   245.9   185.8   101.6    28.4    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.3     9.4     9.8
LL + I    : M+   2258.9  1979.5  1510.7   832.8   233.5   184.7     0.0
            V      40.9    60.3    74.3    88.2    98.3    99.0   101.8
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    51.3    63.0    75.3    88.2    98.3    99.0   101.8
            M    1955.6  1793.1  1415.9   806.2   230.1   182.3    -0.0
Total     : M+   6181.0  5399.1  4094.0  2245.9   627.9   496.6     0.0
            V      68.5   115.5   157.0   198.4   227.8   229.9   238.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    78.9   118.1   158.0   198.4   227.8   230.0   238.0
            M    5877.7  5212.8  3999.3  2219.3   624.6   494.2    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   144.4   182.6   654.2  1195.9  1582.8  1815.0  1892.3
(Max)       V      63.1    60.6    60.0    51.0    38.3    25.5    12.8     0.0
Self wt.  : M       0.0   104.0   131.5   471.1   861.1  1139.6  1306.8  1362.5
(Min)       V      45.4    43.6    43.2    36.7    27.6    18.4     9.2     0.0
DL-Prec.  : M       0.0    28.0    35.4   126.9   232.0   307.1   352.1   367.1
DC(Max)     V      12.2    11.8    11.6     9.9     7.4     4.9     2.5     0.0
DL-Prec.  : M       0.0    20.2    25.5    91.4   167.1   221.1   253.5   264.3
DC(Min)     V       8.8     8.5     8.4     7.1     5.3     3.6     1.8     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   174.8   626.1  1144.4  1514.6  1736.8  1810.8
Haunch (Max)V      60.4    58.0    57.4    48.8    36.6    24.4    12.2     0.0
Deck +    : M       0.0    99.5   125.8   450.8   824.0  1090.5  1250.5  1303.8
Haunch (Min)V      43.5    41.8    41.3    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.4     0.5     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    50.8    64.3   230.3   420.9   557.1   638.8   666.0
DC(Max)     V      22.2    21.3    21.1    18.0    13.5     9.0     4.5     0.0
DL-Comp   : M       0.0    36.6    46.3   165.8   303.0   401.1   459.9   479.5
DC(Min)     V      16.0    15.4    15.2    12.9     9.7     6.5     3.2     0.0
DL-Comp   : M       0.0    33.7    42.6   152.5   278.7   368.9   423.0   441.0
DW(Max)     V      14.7    14.1    14.0    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    14.6    18.4    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   510.8  1821.8  3304.6  4330.1  4941.3  5113.6
            V     222.7   216.6   215.0   192.9   162.5   132.0    89.4    58.9
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   222.7   216.6   215.0   193.0   164.7   137.8   112.2    87.9
            M       0.0   398.7   503.4  1763.6  3097.3  3922.4  4277.9  4202.9
Total     : M+      0.0   799.6  1010.9  3613.6  6580.2  8666.2  9914.4 10300.3
            V     395.4   382.6   379.2   332.7   267.3   201.9   124.4    59.0
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   395.4   382.6   379.2   332.8   269.6   207.7   147.2    88.1
            M       0.0   794.2  1003.6  3555.4  6373.0  8258.5  9251.0  9389.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.03  117.67  120.00
Self wt.  : M    1815.0  1582.8  1195.9   654.2   182.6   144.4     0.0
(Max)       V      12.8    25.5    38.3    51.0    60.0    60.6    63.1
Self wt.  : M    1306.8  1139.6   861.1   471.1   131.5   104.0     0.0
(Min)       V       9.2    18.4    27.6    36.7    43.2    43.6    45.4
DL-Prec.  : M     352.1   307.1   232.0   126.9    35.4    28.0     0.0
DC(Max)     V       2.5     4.9     7.4     9.9    11.6    11.8    12.2
DL-Prec.  : M     253.5   221.1   167.1    91.4    25.5    20.2     0.0
DC(Min)     V       1.8     3.6     5.3     7.1     8.4     8.5     8.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1736.8  1514.6  1144.4   626.1   174.8   138.2     0.0
Haunch (Max)V      12.2    24.4    36.6    48.8    57.4    58.0    60.4
Deck +    : M    1250.5  1090.5   824.0   450.8   125.8    99.5     0.0
Haunch (Min)V       8.8    17.6    26.4    35.2    41.3    41.8    43.5
Diaphragm : M       7.5     5.6     3.7     1.8     0.5     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     638.8   557.1   420.9   230.3    64.3    50.8     0.0
DC(Max)     V       4.5     9.0    13.5    18.0    21.1    21.3    22.2
DL-Comp   : M     459.9   401.1   303.0   165.8    46.3    36.6     0.0
DC(Min)     V       3.2     6.5     9.7    12.9    15.2    15.4    16.0
DL-Comp   : M     423.0   368.9   278.7   152.5    42.6    33.7     0.0
DW(Max)     V       3.0     5.9     8.9    11.9    14.0    14.1    14.7
DL-Comp   : M     183.3   159.8   120.8    66.1    18.4    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   510.8   404.1     0.0
            V      89.4   132.0   162.5   192.9   215.0   216.6   222.7
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   112.2   137.8   164.7   193.0   215.0   216.6   222.7
            M    4277.9  3922.4  3097.3  1763.6   503.4   398.7    -0.0
Total     : M+   9914.4  8666.2  6580.2  3613.6  1010.9   799.6     0.0
            V     124.4   201.9   267.3   332.7   379.2   382.6   395.4
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   147.2   207.7   269.6   332.8   379.2   382.6   395.4
            M    9251.0  8258.4  6373.0  3555.4  1003.6   794.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               63.1             63.1
Deck+Haunch            60.4             60.4
Diaphragm               0.2              0.2
DL-Prec.(DC)           12.2             12.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          111.0            111.0
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    2.97   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   115.5   146.1   523.4   956.7  1266.3  1452.0  1513.9
(Max)       V      50.5    48.5    48.0    40.8    30.6    20.4    10.2     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    22.4    28.3   101.5   185.6   245.7   281.7   293.7
DC(Max)     V       9.8     9.4     9.3     7.9     5.9     4.0     2.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   110.6   139.8   500.9   915.5  1211.7  1389.4  1448.7
Haunch (Max)V      48.3    46.4    45.9    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     0.4     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    40.7    51.4   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    16.9    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    22.4    28.4   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.3     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   281.6   994.6  1773.3  2316.3  2606.2  2614.8
            V     123.4   120.4   119.6   108.8    94.3    71.4    56.8    42.3
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   123.4   120.4   119.6   108.8    94.3    79.8    65.2    50.7
            M       0.0   222.9   281.6   994.6  1773.3  2270.7  2486.8  2421.6
Total     : M+      0.0   534.8   676.0  2407.7  4356.7  5736.0  6528.3  6705.3
            V     259.6   251.4   249.1   219.1   177.0   126.6    84.5    42.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   259.6   251.4   249.1   219.1   177.0   134.9    92.8    50.8
            M       0.0   534.8   676.0  2407.7  4356.7  5690.4  6408.9  6512.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.03  117.67  120.00
Self wt.  : M    1452.0  1266.3   956.7   523.4   146.1   115.5     0.0
(Max)       V      10.2    20.4    30.6    40.8    48.0    48.5    50.5
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     281.7   245.7   185.6   101.5    28.3    22.4     0.0
DC(Max)     V       2.0     4.0     5.9     7.9     9.3     9.4     9.8
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   139.8   110.6     0.0
Haunch (Max)V       9.8    19.5    29.3    39.1    45.9    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     0.4     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     511.0   445.7   336.7   184.2    51.4    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    16.9    17.1    17.8
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    28.4    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.3     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   281.6   222.9     0.0
            V      56.8    71.4    94.3   108.8   119.6   120.4   123.4
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    65.2    79.8    94.3   108.8   119.6   120.4   123.4
            M    2486.8  2270.7  1773.3   994.6   281.6   222.9     0.0
Total     : M+   6528.3  5735.9  4356.7  2407.7   676.0   534.8     0.0
            V      84.5   126.6   177.0   219.1   249.1   251.4   259.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    92.8   134.9   177.0   219.1   249.1   251.4   259.6
            M    6408.9  5690.4  4356.7  2407.7   676.0   534.8     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    0.145   0.540   0.955   1.244   1.415   1.474   1.343 
Bottom        -0.117  -0.430  -0.753  -0.971  -1.100  -1.145  -1.047 
 
Prestress
Precast-top    0.100  -0.186  -0.560  -0.925  -1.103  -1.103  -1.103 
Bottom         3.352   3.570   3.848   4.114   4.242   4.242   4.242 
 
Total
Precast-top    0.245   0.354   0.395   0.319   0.312   0.371   0.240 
Bottom         3.236   3.139   3.095   3.143   3.142   3.096   3.195 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.79 %)
             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    2.97   11.47   23.60   35.73   47.87   60.00
 
Prestress
Precast-top    0.035   0.086   0.069  -0.161  -0.483  -0.797  -0.951  -0.951
Bottom         0.664   2.890   2.903   3.077   3.318   3.547   3.657   3.657
 
Self wt.
Precast-top   -0.000   0.112   0.142   0.508   0.922   1.211   1.383   1.442
Bottom        -0.000  -0.090  -0.114  -0.404  -0.727  -0.946  -1.075  -1.120
 
DL-Prec (DC)
Precast-top   -0.000   0.022   0.028   0.098   0.179   0.235   0.268   0.280
Bottom        -0.000  -0.018  -0.022  -0.078  -0.141  -0.184  -0.208  -0.217
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.003   0.004   0.006   0.007
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.108   0.136   0.486   0.883   1.159   1.323   1.380
Bottom        -0.000  -0.086  -0.109  -0.387  -0.696  -0.905  -1.028  -1.072
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.014   0.049   0.089   0.117   0.134   0.140
Precast-top   -0.000   0.008   0.011   0.038   0.070   0.092   0.105   0.109
Bottom        -0.000  -0.022  -0.028  -0.099  -0.178  -0.233  -0.266  -0.277
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.027   0.049   0.065   0.074   0.077
Precast-top   -0.000   0.005   0.006   0.021   0.038   0.051   0.058   0.060
Bottom        -0.000  -0.012  -0.015  -0.054  -0.098  -0.129  -0.147  -0.153
 
LL+I(+)
Topping-top   -0.000   0.062   0.078   0.277   0.500   0.651   0.741   0.767
Precast-top   -0.000   0.048   0.061   0.216   0.390   0.508   0.579   0.599
Bottom        -0.000  -0.124  -0.157  -0.557  -1.000  -1.296  -1.470  -1.521
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.079   0.099   0.353   0.639   0.834   0.949   0.984 
Precast-top    0.035   0.389   0.452   1.207   2.001   2.463   2.770   2.926 
Bottom         0.664   2.537   2.457   1.497   0.474  -0.149  -0.542  -0.710 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.021   0.076   0.138   0.182   0.208   0.217 
Precast-top    0.035   0.341   0.392   0.992   1.612   1.955   2.192   2.327 
Bottom         0.664   2.662   2.615   2.054   1.474   1.146   0.928   0.811 
 

 
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    0.145   0.540   0.955   1.244   1.415   1.474   1.343 
Bottom        -0.117  -0.430  -0.753  -0.971  -1.100  -1.145  -1.047 
 
Prestress
Precast-top    0.100  -0.186  -0.560  -0.925  -1.103  -1.103  -1.103 
Bottom         3.352   3.570   3.848   4.114   4.242   4.242   4.242 
 
Total
Precast-top    0.245   0.354   0.395   0.319   0.312   0.371   0.240 
Bottom         3.236   3.139   3.095   3.143   3.142   3.096   3.195 
 
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 = 13.79 %)
             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    2.97   11.47   23.60   35.73   47.87   60.00
 
Prestress
Precast-top    0.035   0.086   0.069  -0.161  -0.483  -0.797  -0.951  -0.951
Bottom         0.664   2.890   2.903   3.077   3.318   3.547   3.657   3.657
 
Self wt.
Precast-top   -0.000   0.112   0.142   0.508   0.922   1.211   1.383   1.442
Bottom        -0.000  -0.090  -0.114  -0.404  -0.727  -0.946  -1.075  -1.120
 
DL-Prec (DC)
Precast-top   -0.000   0.022   0.028   0.098   0.179   0.235   0.268   0.280
Bottom        -0.000  -0.018  -0.022  -0.078  -0.141  -0.184  -0.208  -0.217
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.003   0.004   0.006   0.007
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.108   0.136   0.486   0.883   1.159   1.323   1.380
Bottom        -0.000  -0.086  -0.109  -0.387  -0.696  -0.905  -1.028  -1.072
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.014   0.049   0.089   0.117   0.134   0.140
Precast-top   -0.000   0.008   0.011   0.038   0.070   0.092   0.105   0.109
Bottom        -0.000  -0.022  -0.028  -0.099  -0.178  -0.233  -0.266  -0.277
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.027   0.049   0.065   0.074   0.077
Precast-top   -0.000   0.005   0.006   0.021   0.038   0.051   0.058   0.060
Bottom        -0.000  -0.012  -0.015  -0.054  -0.098  -0.129  -0.147  -0.153
 
LL+I(+)
Topping-top   -0.000   0.049   0.062   0.222   0.400   0.521   0.593   0.613
Precast-top   -0.000   0.038   0.049   0.173   0.312   0.407   0.463   0.479
Bottom        -0.000  -0.100  -0.126  -0.446  -0.800  -1.036  -1.176  -1.217
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.066   0.084   0.298   0.539   0.703   0.801   0.830 
Precast-top    0.035   0.380   0.440   1.164   1.923   2.361   2.655   2.806 
Bottom         0.664   2.562   2.489   1.608   0.674   0.110  -0.248  -0.406 
 

 
 
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    2.97   11.47   23.60   35.73   47.87   60.00
F_LL+I(+)
Topping-top   -0.000   0.060   0.075   0.265   0.470   0.610   0.684   0.686
Precast-top   -0.000   0.046   0.058   0.206   0.366   0.476   0.534   0.536
Bottom        -0.000  -0.120  -0.152  -0.532  -0.939  -1.213  -1.357  -1.361
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.068   0.086   0.303   0.539   0.701   0.788   0.795 
Precast-top    0.017   0.217   0.254   0.702   1.172   1.453   1.630   1.699 
Bottom         0.332   1.211   1.156   0.495  -0.202  -0.640  -0.893  -0.956 
 

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
    395.4    6.5   67.4    0.933   6.6   6.00e-3 50.0    403.3     1.437    3.520      0.00
      0.0    1.0   66.9     41.9 0.166      29.4 0.87    12.00     0.101    1.500 
Transfer:   3.00
    382.6    6.5   67.4    4.209  29.8  -0.02e-3 28.9    234.8     0.397    1.760      0.00
    794.2    4.2   65.3    189.0 0.155     160.6 4.89    12.00     0.101    1.567 
Critical:   6.07
    365.7    6.5   67.4    5.009  29.8  -0.07e-3 28.7    210.7     0.356    1.760      0.00
   1743.2    5.0   64.9    189.0 0.149     165.8 5.08    12.00     0.101    1.630 
0.1L    :  12.13
    332.8    6.5   67.4    6.510  29.8  -0.07e-3 28.8    176.5     0.302    0.620      0.00
   3555.4    6.5   64.1    189.0 0.136     163.4 5.06    12.00     0.101    1.503 
0.2L    :  24.27
    269.6    6.5   62.5    8.246  29.8  -0.01e-3 29.0    125.9     0.236    0.496      0.00
   6373.0    6.5   59.2    189.0 0.117     143.8 4.83    24.00     0.101    1.465 
0.3L    :  36.40
    207.7    6.5   65.6    8.246  29.8   0.89e-3 32.1    110.7     0.223    0.496      0.00
   8258.5    6.5   62.3    189.0 0.083      90.3 2.88    24.00     0.101    1.587 
0.4L    :  48.53
    147.2    6.5   67.1    8.246   0.0   1.39e-3 33.9     87.9     0.185    0.413      0.00
   9251.0    6.5   63.9    189.0 0.066      75.6 2.35    24.00     0.101    1.666 
0.5L    :  60.67
     88.1    6.5   67.1    8.246   0.0   1.25e-3 33.4     18.1     0.101    0.413      0.00
   9389.6    6.5   63.9    189.0 0.039      79.8 2.48    24.00     0.101    2.864 
0.6L    :  72.80
    147.2    6.5   67.1    8.246   0.0   1.39e-3 33.9     87.9     0.185    0.413      0.00
   9251.0    6.5   63.9    189.0 0.066      75.6 2.35    24.00     0.101    1.666 
0.7L    :  84.93
    207.7    6.5   65.6    8.246  29.8   0.89e-3 32.1    110.7     0.223    0.496      0.00
   8258.4    6.5   62.3    189.0 0.083      90.3 2.88    24.00     0.101    1.587 
0.8L    :  97.06
    269.6    6.5   62.5    8.246  29.8  -0.01e-3 29.0    125.9     0.236    0.620      0.00
   6373.0    6.5   59.2    189.0 0.117     143.8 4.83    24.00     0.101    1.686 
0.9L    : 109.20
    332.8    6.5   67.4    6.510  29.8  -0.07e-3 28.8    176.5     0.302    0.620      0.00
   3555.4    6.5   64.1    189.0 0.136     163.4 5.06    12.00     0.101    1.503 
Critical: 115.26
    365.7    6.5   67.4    5.009  29.8  -0.07e-3 28.7    210.7     0.356    1.760      0.00
   1743.2    5.0   64.9    189.0 0.149     165.8 5.08    12.00     0.101    1.630 
Transfer: 118.33
    382.6    6.5   67.4    4.209  29.8  -0.02e-3 28.9    234.8     0.397    1.760      0.00
    794.2    4.2   65.3    189.0 0.155     160.6 4.89    12.00     0.101    1.567 
Bearing : 120.67
    395.4    6.5   67.4    0.933   6.6   6.00e-3 50.0    403.3     1.437    3.520      0.00
      0.0    1.0   66.9     41.9 0.166      29.4 0.87    12.00     0.101    1.500 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1616.38
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    3.23
 
 
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
    395.4      6.57     67.38    0.96       66.90    24.00      0.300      1.439      0.000      3.520 
Transfer:      2.33
    382.6      6.51     67.38    4.24       65.27    24.00      0.300      1.421      0.000      1.760 
Critical:      5.41
    365.9      6.27     67.38    5.00       64.88    24.00      0.300      1.338      0.000      1.760 
0.1L    :     11.47
    332.8      5.76     67.38    6.47       64.15    24.00      0.300      1.171      0.000      0.620 
0.2L    :     23.60
    269.6      5.06     62.45    6.49       59.21    24.00      0.300      0.936      0.000      0.496 
0.3L    :     35.73
    207.7      3.70     65.58    6.50       62.33    24.00      0.300      0.484      0.000      0.496 
0.4L    :     47.87
    147.2      2.56     67.14    6.50       63.89    24.00      0.300      0.103      0.000      0.413 
0.5L    :     60.00
     88.1      1.53     67.14    6.50       63.89    24.00      0.300      0.000      0.000      0.413 
0.6L    :     72.13
    147.2      2.56     67.14    6.50       63.89    24.00      0.300      0.103      0.000      0.413 
0.7L    :     84.27
    207.7      3.70     65.58    6.50       62.33    24.00      0.300      0.484      0.000      0.496 
0.8L    :     96.40
    269.6      5.06     62.45    6.49       59.21    24.00      0.300      0.936      0.000      0.620 
0.9L    :    108.53
    332.8      5.76     67.38    6.47       64.15    24.00      0.300      1.171      0.000      0.620 
Critical:    114.59
    365.9      6.27     67.38    5.00       64.88    24.00      0.300      1.338      0.000      1.760 
Transfer:    117.67
    382.6      6.51     67.38    4.24       65.27    24.00      0.300      1.421      0.000      1.760 
Bearing :    120.00
    395.4      6.57     67.38    0.96       66.90    24.00      0.300      1.439      0.000      3.520 
 

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      :       1.542  1.80      2.776  2.20      3.393
Self Wt.       :      -0.626  1.85     -1.158  2.40     -1.502
Deck + Haunch  :                       -0.533  2.30     -1.226
DL-Prec. (DC)  :                       -0.108  3.00     -0.324
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.084  3.00     -0.251
DL-Comp. (DW)  :                       -0.046  3.00     -0.138
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 23.60 ft
Prestress      :       2.774  1.80      4.993  2.20      6.102
Self Wt.       :      -1.172  1.85     -2.169  2.40     -2.813
Deck + Haunch  :                       -1.028  2.30     -2.365
DL-Prec. (DC)  :                       -0.208  3.00     -0.625
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.161  3.00     -0.484
DL-Comp. (DW)  :                       -0.089  3.00     -0.267
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 35.73 ft
Prestress      :       3.651  1.80      6.571  2.20      8.031
Self Wt.       :      -1.586  1.85     -2.933  2.40     -3.806
Deck + Haunch  :                       -1.404  2.30     -3.229
DL-Prec. (DC)  :                       -0.285  3.00     -0.854
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.221  3.00     -0.663
DL-Comp. (DW)  :                       -0.122  3.00     -0.366
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 47.87 ft
Prestress      :       4.182  1.80      7.527  2.20      9.200
Self Wt.       :      -1.845  1.85     -3.413  2.40     -4.428
Deck + Haunch  :                       -1.640  2.30     -3.771
DL-Prec. (DC)  :                       -0.332  3.00     -0.997
Diaphragm      :                       -0.007  3.00     -0.020
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.259  3.00     -0.776
DL-Comp. (DW)  :                       -0.143  3.00     -0.428
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 60.00 ft
Prestress      :       4.372  1.80      7.869  2.20      9.617
Self Wt.       :      -1.937  1.85     -3.584  2.40     -4.649
Deck + Haunch  :                       -1.724  2.30     -3.964
DL-Prec. (DC)  :                       -0.349  3.00     -1.048
Diaphragm      :                       -0.007  3.00     -0.021
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.272  3.00     -0.815
DL-Comp. (DW)  :                       -0.150  3.00     -0.450
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 72.13 ft
Prestress      :       4.182  1.80      7.527  2.20      9.200
Self Wt.       :      -1.845  1.85     -3.413  2.40     -4.428
Deck + Haunch  :                       -1.640  2.30     -3.771
DL-Prec. (DC)  :                       -0.332  3.00     -0.997
Diaphragm      :                       -0.007  3.00     -0.020
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.259  3.00     -0.776
DL-Comp. (DW)  :                       -0.143  3.00     -0.428
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 84.27 ft
Prestress      :       3.651  1.80      6.571  2.20      8.031
Self Wt.       :      -1.586  1.85     -2.933  2.40     -3.806
Deck + Haunch  :                       -1.404  2.30     -3.229
DL-Prec. (DC)  :                       -0.285  3.00     -0.854
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.221  3.00     -0.663
DL-Comp. (DW)  :                       -0.122  3.00     -0.366
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 96.40 ft
Prestress      :       2.774  1.80      4.993  2.20      6.102
Self Wt.       :      -1.172  1.85     -2.169  2.40     -2.813
Deck + Haunch  :                       -1.028  2.30     -2.365
DL-Prec. (DC)  :                       -0.208  3.00     -0.625
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.161  3.00     -0.484
DL-Comp. (DW)  :                       -0.089  3.00     -0.267
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 108.53 ft
Prestress      :       1.542  1.80      2.776  2.20      3.393
Self Wt.       :      -0.626  1.85     -1.158  2.40     -1.502
Deck + Haunch  :                       -0.533  2.30     -1.226
DL-Prec. (DC)  :                       -0.108  3.00     -0.324
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.084  3.00     -0.251
DL-Comp. (DW)  :                       -0.046  3.00     -0.138
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
   799.6    57.0  5.331  263.4    5.0   4.24   6418.5  0.039T 1.00       -       -     -     -  
H/2     :   2.97
  1010.9    57.1  5.539  263.2    5.2   4.40   6672.5  0.037T 1.00       -       -     -     -  
0.1L    :  11.47
  3613.6    59.3  8.246  260.3    7.6   6.47  10032.1  0.024T 1.00       -       -     -     -  
0.2L    :  23.60
  6580.2    62.5  8.246  260.8    7.6   6.49  10609.6  0.024T 1.00   7771.2  7771.2    1.37    -  
0.3L    :  35.73
  8666.2    65.6  8.246  261.2    7.6   6.50  11187.4  0.024T 1.00   8082.9  8082.9    1.38    -  
0.4L    :  47.87
  9914.4    67.1  8.246  261.4    7.6   6.50  11476.4  0.024T 1.00   8213.8  8213.8    1.40    -  
0.5L    :  60.00
 10300.3    67.1  8.246  261.4    7.6   6.50  11476.4  0.024T 1.00   8157.1  8157.1    1.41    -  
0.6L    :  72.13
  9914.4    67.1  8.246  261.4    7.6   6.50  11476.4  0.024T 1.00   8213.8  8213.8    1.40    -  
0.7L    :  84.27
  8666.2    65.6  8.246  261.2    7.6   6.50  11187.4  0.024T 1.00   8082.9  8082.9    1.38    -  
0.8L    :  96.40
  6580.2    62.5  8.246  260.8    7.6   6.49  10609.6  0.024T 1.00   7771.2  7771.2    1.37    -  
0.9L    : 108.53
  3613.6    59.3  8.246  260.3    7.6   6.47  10032.1  0.024T 1.00   7586.3  4806.1    1.32    -  
H/2     : 117.03
  1010.9    57.1  5.539  263.2    5.2   4.40   6672.5  0.037T 1.00       -       -     -     -  
Transfer: 117.67
   799.6    57.0  5.331  263.4    5.0   4.24   6418.5  0.039T 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 1-19; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.066
        M   2.00 Fb     0.128
 
  2   2 E  60.00 Ft     0.361
        M   8.00 Fb     0.071
 
  3   2 E  58.00 Ft     0.643
        M   6.00 Fb     0.026
 
  4   2 E  56.00 Ft     0.911
        M   4.00 Fb    -0.008
 
  5   2 E  54.00 Ft     1.165
        M   2.00 Fb    -0.031
 
  6   2 E   6.00 Ft     1.113
        M   6.00 Fb     0.191
 
  7   2 E   6.00 Ft     1.061
        M   6.00 Fb     0.413
 
  8   2 E   6.00 Ft     1.009
        M   6.00 Fb     0.636
 
  9   2 E   6.00 Ft     0.957
        M   6.00 Fb     0.858
 
 10   2 E   6.00 Ft     0.905
        M   6.00 Fb     1.080
 
 11   2 E   4.00 Ft     0.840
        M   4.00 Fb     1.314
 
 12   2 E   4.00 Ft     0.774
        M   4.00 Fb     1.547
 
 13   2 E   4.00 Ft     0.708
        M   4.00 Fb     1.780
 
 14   2 E   4.00 Ft     0.643
        M   4.00 Fb     2.013
 
 15   2 E   2.00 Ft     0.563
        M   2.00 Fb     2.258
 
 16   2 E   2.00 Ft     0.484
        M   2.00 Fb     2.502
 
 17   2 E   2.00 Ft     0.404
        M   2.00 Fb     2.747
 
 18   2 E   2.00 Ft     0.325
        M   2.00 Fb     2.991
 
 19   2 E   2.00 Ft     0.245
        M   2.00 Fb     3.236
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTE         
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:  38
No. of strands, Draped:   8           No. of strands, Straight:  30
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  8.05 %               Final losses: 14.09 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       3.236     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.245       Trans
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 11476.39    10300.34     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   0.984     Midspan    1.800   0.217     Midspan
    Pre.Top:   3.600   2.926     Midspan    2.700   2.327     Midspan
    Pre.Bot:   3.600   2.537    Transfer    2.700   2.662    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465   0.035     Bearing
    Pre.Bot:  -0.465  -0.406     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.699     Midspan
    Pre.Bot:                                                             2.400   1.211    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      :       4.372  1.80      7.869  2.20      9.617
Self Wt.       :      -1.937  1.85     -3.584  2.40     -4.649
Deck + Haunch  :                       -1.724  2.30     -3.964
DL-Prec. (DC)  :                       -0.349  3.00     -1.048
Diaphragm      :                       -0.007  3.00     -0.021
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.272  3.00     -0.815
DL-Comp. (DW)  :                       -0.150  3.00     -0.450
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-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  120.00
     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    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.727   (Calculated)    
Live Moment (1  lane  loaded)  : 0.494   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.147   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.917   (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                  =        807.4 in2           1574.8 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1011350 in4#
Ht. of c.g.           =        28.75 in             47.53 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    11.47    23.60    35.73    47.87    60.00
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    816.6    848.7    848.7    848.7    848.7    848.7    848.7    848.7
  Yb      ,  in    28.59    28.05    28.04    27.93    27.78    27.63    27.55    27.55
  MI(Ixx) , in4   424533   431026   431213   433924   438449   443743   446678   446678
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1583.6   1614.7   1614.7   1614.7   1614.7   1614.7   1614.7   1614.7
  Yb      ,  in    47.35    46.71    46.71    46.65    46.57    46.50    46.46    46.46
  MI(Ixx) , in4  1020737  1054425  1054849  1060741  1069799  1079619  1084815  1084815

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  38 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 42.47 ft from member end )
END PATTERN (Ycg = 15.05 in):
    12 @  2.000 in     8 @  4.000 in    10 @  6.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.11 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     8 @  4.000 in    10 @  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     =    8.25 in2      Initial Pull          =     1616.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.985 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.981 ft
Holddown Force        =  34.545 kips     Beam Shrtng (PL/AE)   =      0.585 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)       
---------------------------------------------------------------------------------------
      4614.068         740 3414.411     25.196 102043.805  1621.689     768.011        
 
 
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       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     20.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00*     20.4167     36.6699    Yes
      2      US#5[M16]       60.00        0.62      18.00      36.6670     84.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      84.6601     95.9101    Yes
      2      US#5[M16]       60.00        0.62      12.00      95.9101    109.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     109.9134    114.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     114.4134    114.9551    Yes
      2      US#6[M19]       60.00        0.88       6.00     114.9551    119.9551    Yes
      2      US#6[M19]       60.00        0.88       3.00     119.9551    120.2051    Yes
      2      US#6[M19]       60.00        0.88       3.00     120.2051    120.4551     No
      2      US#6[M19]       60.00        0.88       3.00     120.4551    120.7051    Yes
      2      US#6[M19]       60.00        0.88       3.00     120.7051    120.9551     No
      2      US#6[M19]       60.00        0.88       3.00     120.9551    121.2051    Yes
      2      US#6[M19]       60.00        0.88       1.50     121.2001    121.3301     No
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
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 121.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 8.2460 in2       Ycg =  4.11 in
         P_init    =     1616.4 kips  Ecc = 24.64 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.79 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.625 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.92 ksi    0.00 ksi
    due to Composite Loads                                 -2.26 ksi    0.00 ksi
    due to Live Loads                                      -5.82 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.40 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.79 ksi  ( 8.05 %)            12.03 ksi ( 6.14 %)
Total Prestress Losses                                    27.82 ksi (14.19 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   115.5   146.1   523.4   956.7  1266.3  1452.0  1513.9
(Max)       V      50.5    48.5    48.0    40.8    30.6    20.4    10.2     0.0
DL-Prec.  : M       0.0    16.7    21.1    75.7   138.5   183.3   210.1   219.1
DC(Max)     V       7.3     7.0     6.9     5.9     4.4     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   125.5   158.7   568.7  1039.5  1375.8  1577.6  1644.8
Haunch (Max)V      54.8    52.7    52.1    44.3    33.3    22.2    11.1     0.0
Diaphragm : M       0.0     0.6     0.7     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    40.7    51.4   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    16.9    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    22.4    28.4   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.3     7.9     5.9     4.0     2.0     0.0
LL + I    : M+      0.0   209.9   265.3   946.3  1716.4  2249.0  2566.5  2656.0
            V     145.3   141.4   140.3   125.9   106.0    86.1    58.3    38.4
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   145.3   141.4   140.3   126.0   107.5    89.9    73.2    57.4
            M       0.0   207.1   261.5   916.0  1608.8  2037.3  2221.9  2183.0
Total     : M+      0.0   531.3   671.8  2402.8  4379.5  5774.9  6611.2  6875.6
            V     285.7   276.3   273.8   239.5   191.3   143.1    86.9    38.7
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   285.7   276.3   273.8   239.6   192.8   146.8   101.8    57.6
            M       0.0   528.6   668.0  2372.6  4271.9  5563.1  6266.6  6402.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.03  117.67  120.00
Self wt.  : M    1452.0  1266.3   956.7   523.4   146.1   115.5     0.0
(Max)       V      10.2    20.4    30.6    40.8    48.0    48.5    50.5
DL-Prec.  : M     210.1   183.3   138.5    75.7    21.1    16.7     0.0
DC(Max)     V       1.5     3.0     4.4     5.9     6.9     7.0     7.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1577.6  1375.8  1039.5   568.7   158.7   125.5     0.0
Haunch (Max)V      11.1    22.2    33.3    44.3    52.1    52.7    54.8
Diaphragm : M      12.0     8.9     5.9     2.9     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     511.0   445.7   336.7   184.2    51.4    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    16.9    17.1    17.8
DL-Comp   : M     282.0   245.9   185.8   101.6    28.4    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.3     9.4     9.8
LL + I    : M+   2566.5  2249.0  1716.4   946.3   265.3   209.9     0.0
            V      58.3    86.1   106.0   125.9   140.3   141.4   145.3
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    73.2    89.9   107.5   126.0   140.3   141.4   145.3
            M    2221.9  2037.3  1608.8   916.0   261.5   207.1    -0.0
Total     : M+   6611.2  5774.9  4379.5  2402.8   671.8   531.3     0.0
            V      86.9   143.1   191.3   239.5   273.8   276.3   285.7
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   101.8   146.8   192.8   239.6   273.8   276.3   285.7
            M    6266.6  5563.1  4271.9  2372.6   668.0   528.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               50.5             50.5
Deck+Haunch            54.8             54.8
Diaphragm               0.2              0.3
DL-Prec.(DC)            7.3              7.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           88.8             88.8
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    2.97   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   115.5   146.1   523.4   956.7  1266.3  1452.0  1513.9
(Max)       V      50.5    48.5    48.0    40.8    30.6    20.4    10.2     0.0
DL-Prec.  : M       0.0    16.7    21.1    75.7   138.5   183.3   210.1   219.1
DC(Max)     V       7.3     7.0     6.9     5.9     4.4     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   125.5   158.7   568.7  1039.5  1375.8  1577.6  1644.8
Haunch (Max)V      54.8    52.7    52.1    44.3    33.3    22.2    11.1     0.0
Diaphragm : M       0.0     0.6     0.7     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    40.7    51.4   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    16.9    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    22.4    28.4   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.3     7.9     5.9     4.0     2.0     0.0
LL + I    : M+      0.0   167.9   212.2   757.0  1373.1  1799.2  2053.2  2124.8
            V     116.2   113.1   112.2   100.7    84.8    68.9    46.7    30.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.2   113.1   112.2   100.8    86.0    71.9    58.6    45.9
            M       0.0   165.7   209.2   732.8  1287.0  1629.8  1777.5  1746.4
Total     : M+      0.0   489.4   618.8  2213.6  4036.2  5325.0  6097.9  6344.4
            V     256.7   248.0   245.7   214.3   170.1   125.8    75.2    31.0
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   256.7   248.0   245.7   214.4   171.3   128.9    87.2    46.2
            M       0.0   487.1   615.7  2189.4  3950.1  5155.6  5822.2  5966.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.03  117.67  120.00
Self wt.  : M    1452.0  1266.3   956.7   523.4   146.1   115.5     0.0
(Max)       V      10.2    20.4    30.6    40.8    48.0    48.5    50.5
DL-Prec.  : M     210.1   183.3   138.5    75.7    21.1    16.7     0.0
DC(Max)     V       1.5     3.0     4.4     5.9     6.9     7.0     7.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1577.6  1375.8  1039.5   568.7   158.7   125.5     0.0
Haunch (Max)V      11.1    22.2    33.3    44.3    52.1    52.7    54.8
Diaphragm : M      12.0     8.9     5.9     2.9     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     511.0   445.7   336.7   184.2    51.4    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    16.9    17.1    17.8
DL-Comp   : M     282.0   245.9   185.8   101.6    28.4    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.3     9.4     9.8
LL + I    : M+   2053.2  1799.2  1373.1   757.0   212.2   167.9     0.0
            V      46.7    68.9    84.8   100.7   112.2   113.1   116.2
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    58.6    71.9    86.0   100.8   112.2   113.1   116.2
            M    1777.5  1629.8  1287.0   732.8   209.2   165.7    -0.0
Total     : M+   6097.9  5325.0  4036.2  2213.5   618.8   489.4     0.0
            V      75.2   125.8   170.1   214.3   245.7   248.0   256.7
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    87.2   128.9   171.3   214.4   245.7   248.0   256.7
            M    5822.2  5155.6  3950.1  2189.4   615.7   487.1    -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    2.97   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   144.4   182.6   654.2  1195.9  1582.8  1815.0  1892.3
(Max)       V      63.1    60.6    60.0    51.0    38.3    25.5    12.8     0.0
Self wt.  : M       0.0   104.0   131.5   471.1   861.1  1139.6  1306.8  1362.5
(Min)       V      45.4    43.6    43.2    36.7    27.6    18.4     9.2     0.0
DL-Prec.  : M       0.0    20.9    26.4    94.7   173.1   229.1   262.7   273.9
DC(Max)     V       9.1     8.8     8.7     7.4     5.5     3.7     1.8     0.0
DL-Prec.  : M       0.0    15.0    19.0    68.2   124.6   164.9   189.1   197.2
DC(Min)     V       6.6     6.3     6.2     5.3     4.0     2.7     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   156.9   198.4   710.8  1299.4  1719.8  1972.0  2056.1
Haunch (Max)V      68.5    65.9    65.1    55.4    41.6    27.7    13.9     0.0
Deck +    : M       0.0   113.0   142.9   511.8   935.6  1238.2  1419.8  1480.4
Haunch (Min)V      49.3    47.4    46.9    39.9    29.9    20.0    10.0     0.0
Diaphragm : M       0.0     0.7     0.9     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     0.7     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    50.8    64.3   230.3   420.9   557.1   638.8   666.0
DC(Max)     V      22.2    21.3    21.1    18.0    13.5     9.0     4.5     0.0
DL-Comp   : M       0.0    36.6    46.3   165.8   303.0   401.1   459.9   479.5
DC(Min)     V      16.0    15.4    15.2    12.9     9.7     6.5     3.2     0.0
DL-Comp   : M       0.0    33.7    42.6   152.5   278.7   368.9   423.0   441.0
DW(Max)     V      14.7    14.1    14.0    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    14.6    18.4    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   367.3   464.3  1655.9  3003.7  3935.8  4491.4  4648.0
            V     254.3   247.4   245.5   220.3   185.5   150.7   102.1    67.3
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   254.3   247.4   245.5   220.4   188.1   157.3   128.1   100.4
            M       0.0   362.4   457.6  1603.0  2815.3  3565.2  3888.4  3820.2
Total     : M+      0.0   774.7   979.6  3502.0  6379.0  8404.6  9617.7  9996.1
            V     432.2   418.4   414.7   364.3   293.6   222.9   138.3    67.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   432.2   418.4   414.7   364.4   296.2   229.5   164.3   100.7
            M       0.0   769.9   972.9  3449.1  6190.7  8034.0  9014.7  9168.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.03  117.67  120.00
Self wt.  : M    1815.0  1582.8  1195.9   654.2   182.6   144.4     0.0
(Max)       V      12.8    25.5    38.3    51.0    60.0    60.6    63.1
Self wt.  : M    1306.8  1139.6   861.1   471.1   131.5   104.0     0.0
(Min)       V       9.2    18.4    27.6    36.7    43.2    43.6    45.4
DL-Prec.  : M     262.7   229.1   173.1    94.7    26.4    20.9     0.0
DC(Max)     V       1.8     3.7     5.5     7.4     8.7     8.8     9.1
DL-Prec.  : M     189.1   164.9   124.6    68.2    19.0    15.0     0.0
DC(Min)     V       1.3     2.7     4.0     5.3     6.2     6.3     6.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1972.0  1719.8  1299.4   710.8   198.4   156.9     0.0
Haunch (Max)V      13.9    27.7    41.6    55.4    65.1    65.9    68.5
Deck +    : M    1419.8  1238.2   935.6   511.8   142.9   113.0     0.0
Haunch (Min)V      10.0    20.0    29.9    39.9    46.9    47.4    49.3
Diaphragm : M      15.0    11.2     7.4     3.6     0.9     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     0.7     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     638.8   557.1   420.9   230.3    64.3    50.8     0.0
DC(Max)     V       4.5     9.0    13.5    18.0    21.1    21.3    22.2
DL-Comp   : M     459.9   401.1   303.0   165.8    46.3    36.6     0.0
DC(Min)     V       3.2     6.5     9.7    12.9    15.2    15.4    16.0
DL-Comp   : M     423.0   368.9   278.7   152.5    42.6    33.7     0.0
DW(Max)     V       3.0     5.9     8.9    11.9    14.0    14.1    14.7
DL-Comp   : M     183.3   159.8   120.8    66.1    18.4    14.6     0.0
DW(Min)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
LL + I    : M+   4491.4  3935.8  3003.7  1655.9   464.3   367.3     0.0
            V     102.1   150.7   185.5   220.3   245.5   247.4   254.3
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   128.1   157.3   188.1   220.4   245.5   247.4   254.3
            M    3888.4  3565.2  2815.3  1603.0   457.6   362.4    -0.0
Total     : M+   9617.7  8404.6  6379.0  3502.0   979.6   774.7     0.0
            V     138.3   222.9   293.6   364.3   414.7   418.4   432.2
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   164.3   229.5   296.2   364.4   414.7   418.4   432.2
            M    9014.7  8034.0  6190.7  3449.1   972.9   769.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               63.1             63.1
Deck+Haunch            68.5             68.5
Diaphragm               0.3              0.3
DL-Prec.(DC)            9.1              9.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          111.0            111.0
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    2.97   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   115.5   146.1   523.4   956.7  1266.3  1452.0  1513.9
(Max)       V      50.5    48.5    48.0    40.8    30.6    20.4    10.2     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    16.7    21.1    75.7   138.5   183.3   210.1   219.1
DC(Max)     V       7.3     7.0     6.9     5.9     4.4     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   125.5   158.7   568.7  1039.5  1375.8  1577.6  1644.8
Haunch (Max)V      54.8    52.7    52.1    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     0.7     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    40.7    51.4   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    16.9    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    22.4    28.4   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.3     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   137.5   173.7   613.7  1094.1  1429.1  1607.9  1613.3
            V     112.7   110.0   109.3    99.5    86.2    65.2    51.9    38.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.7   110.0   109.3    99.5    86.2    72.9    59.6    46.3
            M       0.0   137.5   173.7   613.7  1094.1  1401.0  1534.3  1494.0
Total     : M+      0.0   459.0   580.3  2070.2  3757.2  4954.9  5652.6  5832.9
            V     253.1   245.0   242.8   213.1   171.4   122.2    80.5    38.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   253.1   245.0   242.8   213.1   171.4   129.8    88.2    46.5
            M       0.0   459.0   580.3  2070.2  3757.2  4926.8  5578.9  5713.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.03  117.67  120.00
Self wt.  : M    1452.0  1266.3   956.7   523.4   146.1   115.5     0.0
(Max)       V      10.2    20.4    30.6    40.8    48.0    48.5    50.5
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     210.1   183.3   138.5    75.7    21.1    16.7     0.0
DC(Max)     V       1.5     3.0     4.4     5.9     6.9     7.0     7.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1577.6  1375.8  1039.5   568.7   158.7   125.5     0.0
Haunch (Max)V      11.1    22.2    33.3    44.3    52.1    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     0.7     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     511.0   445.7   336.7   184.2    51.4    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    16.9    17.1    17.8
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    28.4    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.3     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+   1607.9  1429.1  1094.1   613.7   173.7   137.5     0.0
            V      51.9    65.2    86.2    99.5   109.3   110.0   112.7
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    59.6    72.9    86.2    99.5   109.3   110.0   112.7
            M    1534.3  1401.0  1094.1   613.7   173.7   137.5     0.0
Total     : M+   5652.6  4954.9  3757.2  2070.2   580.3   459.0     0.0
            V      80.5   122.2   171.4   213.1   242.8   245.0   253.1
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    88.2   129.8   171.4   213.1   242.8   245.0   253.1
            M    5578.9  4926.8  3757.2  2070.2   580.3   459.0     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.13   24.27   36.40   48.53   60.67   42.47
 
Beam-Self
Precast-top    0.145   0.540   0.955   1.244   1.415   1.474   1.343 
Bottom        -0.117  -0.430  -0.753  -0.971  -1.100  -1.145  -1.047 
 
Prestress
Precast-top    0.100  -0.186  -0.560  -0.925  -1.103  -1.103  -1.103 
Bottom         3.352   3.570   3.848   4.114   4.242   4.242   4.242 
 
Total
Precast-top    0.245   0.354   0.395   0.319   0.312   0.371   0.240 
Bottom         3.236   3.139   3.095   3.143   3.142   3.096   3.195 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.79 %)
             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    2.97   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   0.015   0.019   0.070   0.127   0.166   0.190   0.198 
Precast-top    0.035   0.349   0.402   1.028   1.677   2.041   2.291   2.432 
Bottom         0.664   2.655   2.606   2.022   1.417   1.072   0.843   0.721 
 

 
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    0.145   0.540   0.955   1.244   1.415   1.474   1.343 
Bottom        -0.117  -0.430  -0.753  -0.971  -1.100  -1.145  -1.047 
 
Prestress
Precast-top    0.100  -0.186  -0.560  -0.925  -1.103  -1.103  -1.103 
Bottom         3.352   3.570   3.848   4.114   4.242   4.242   4.242 
 
Total
Precast-top    0.245   0.354   0.395   0.319   0.312   0.371   0.240 
Bottom         3.236   3.139   3.095   3.143   3.142   3.096   3.195 
 
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 = 13.79 %)
             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    2.97   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    2.97   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   0.041   0.052   0.184   0.328   0.427   0.481   0.486 
Precast-top    0.017   0.200   0.233   0.627   1.040   1.283   1.440   1.511 
Bottom         0.332   1.254   1.211   0.687   0.137  -0.203  -0.405  -0.469 
 

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
    432.2    6.5   67.4    0.929   6.6   6.00e-3 50.0    444.3     1.581    3.520      0.00
      0.0    0.8   67.0     41.9 0.181      29.4 0.87    12.00     0.101    1.373 
Transfer:   3.00
    418.4    6.5   67.4    4.192  29.8  -0.00e-3 29.0    276.4     0.467    1.760      0.00
    769.9    3.7   65.5    189.0 0.170     158.7 4.81    12.00     0.101    1.438 
Critical:   6.10
    400.0    6.5   67.4    4.997  29.8  -0.05e-3 28.8    250.9     0.424    1.760      0.00
   1697.1    4.4   65.2    189.0 0.163     163.8 4.99    12.00     0.101    1.497 
0.1L    :  12.13
    364.4    6.5   67.4    6.510  29.8  -0.06e-3 28.8    211.5     0.360    0.620      0.00
   3449.1    5.7   64.5    189.0 0.149     163.6 5.04    12.00     0.101    1.377 
0.2L    :  24.27
    296.2    6.5   62.5    8.246  29.8  -0.01e-3 29.0    154.1     0.286    0.496      0.00
   6190.7    5.7   59.6    189.0 0.129     145.2 4.84    12.00     0.101    1.343 
0.3L    :  36.40
    229.5    6.5   65.6    8.246  29.8   0.76e-3 31.7    128.7     0.253    0.496      0.00
   8034.0    5.7   62.7    189.0 0.092      96.5 3.06    24.00     0.101    1.485 
0.4L    :  48.53
    164.3    6.5   67.1    8.246   0.0   1.23e-3 33.3    101.8     0.208    0.413      0.00
   9014.7    5.7   64.3    189.0 0.073      80.8 2.50    24.00     0.101    1.550 
0.5L    :  60.67
    100.7    6.5   67.1    8.246   0.0   1.08e-3 32.8     26.1     0.101    0.413      0.00
   9168.3    5.7   64.3    189.0 0.045      85.8 2.65    24.00     0.101    2.610 
0.6L    :  72.80
    164.3    6.5   67.1    8.246   0.0   1.23e-3 33.3    101.8     0.208    0.413      0.00
   9014.7    5.7   64.3    189.0 0.073      80.8 2.50    24.00     0.101    1.550 
0.7L    :  84.93
    229.5    6.5   65.6    8.246  29.8   0.76e-3 31.7    128.7     0.253    0.496      0.00
   8034.0    5.7   62.7    189.0 0.092      96.5 3.06    24.00     0.101    1.485 
0.8L    :  97.06
    296.2    6.5   62.5    8.246  29.8  -0.01e-3 29.0    154.1     0.286    0.620      0.00
   6190.7    5.7   59.6    189.0 0.129     145.2 4.84    12.00     0.101    1.546 
0.9L    : 109.20
    364.4    6.5   67.4    6.510  29.8  -0.06e-3 28.8    211.5     0.360    0.620      0.00
   3449.1    5.7   64.5    189.0 0.149     163.6 5.04    12.00     0.101    1.377 
Critical: 115.23
    400.0    6.5   67.4    4.997  29.8  -0.05e-3 28.8    250.9     0.424    1.760      0.00
   1697.1    4.4   65.2    189.0 0.163     163.8 4.99    12.00     0.101    1.497 
Transfer: 118.33
    418.4    6.5   67.4    4.192  29.8  -0.00e-3 29.0    276.4     0.467    1.760      0.00
    769.9    3.7   65.5    189.0 0.170     158.7 4.81    12.00     0.101    1.438 
Bearing : 120.67
    432.2    6.5   67.4    0.929   6.6   6.00e-3 50.0    444.3     1.581    3.520      0.00
      0.0    0.8   67.0     41.9 0.181      29.4 0.87    12.00     0.101    1.373 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1616.38
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    3.23
 
 
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
    432.2      7.17     67.38    0.84       66.96    24.00      0.300      1.641      0.000      3.520 
Transfer:      2.33
    418.4      7.10     67.38    3.72       65.52    24.00      0.300      1.615      0.000      1.760 
Critical:      5.43
    400.1      6.82     67.38    4.40       65.18    24.00      0.300      1.524      0.000      1.760 
0.1L    :     11.47
    364.4      6.28     67.38    5.71       64.53    24.00      0.300      1.342      0.000      0.620 
0.2L    :     23.60
    296.2      5.52     62.45    5.72       59.59    24.00      0.300      1.091      0.000      0.496 
0.3L    :     35.73
    229.5      4.07     65.58    5.73       62.72    24.00      0.300      0.605      0.000      0.496 
0.4L    :     47.87
    164.3      2.84     67.14    5.73       64.28    24.00      0.300      0.197      0.000      0.413 
0.5L    :     60.00
    100.7      1.74     67.14    5.73       64.28    24.00      0.300      0.000      0.000      0.413 
0.6L    :     72.13
    164.3      2.84     67.14    5.73       64.28    24.00      0.300      0.197      0.000      0.413 
0.7L    :     84.27
    229.5      4.07     65.58    5.73       62.72    24.00      0.300      0.605      0.000      0.496 
0.8L    :     96.40
    296.2      5.52     62.45    5.72       59.59    24.00      0.300      1.091      0.000      0.620 
0.9L    :    108.53
    364.4      6.28     67.38    5.71       64.53    24.00      0.300      1.342      0.000      0.620 
Critical:    114.57
    400.1      6.82     67.38    4.40       65.18    24.00      0.300      1.524      0.000      1.760 
Transfer:    117.67
    418.4      7.10     67.38    3.72       65.52    24.00      0.300      1.615      0.000      1.760 
Bearing :    120.00
    432.2      7.17     67.38    0.84       66.96    24.00      0.300      1.641      0.000      3.520 
 

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      :       1.542  1.80      2.776  2.20      3.393
Self Wt.       :      -0.626  1.85     -1.158  2.40     -1.502
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.916            1.618            1.890
 
At 0.2 x L = 23.60 ft
Prestress      :       2.774  1.80      4.993  2.20      6.102
Self Wt.       :      -1.172  1.85     -2.169  2.40     -2.813
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          :       1.601            2.824            3.289
 
At 0.3 x L = 35.73 ft
Prestress      :       3.651  1.80      6.571  2.20      8.031
Self Wt.       :      -1.586  1.85     -2.933  2.40     -3.806
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          :       2.065            3.638            4.226
 
At 0.4 x L = 47.87 ft
Prestress      :       4.182  1.80      7.527  2.20      9.200
Self Wt.       :      -1.845  1.85     -3.413  2.40     -4.428
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          :       2.337            4.114            4.772
 
At 0.5 x L = 60.00 ft
Prestress      :       4.372  1.80      7.869  2.20      9.617
Self Wt.       :      -1.937  1.85     -3.584  2.40     -4.649
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          :       2.434            4.285            4.968
 
At 0.6 x L = 72.13 ft
Prestress      :       4.182  1.80      7.527  2.20      9.200
Self Wt.       :      -1.845  1.85     -3.413  2.40     -4.428
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          :       2.337            4.114            4.772
 
At 0.7 x L = 84.27 ft
Prestress      :       3.651  1.80      6.571  2.20      8.031
Self Wt.       :      -1.586  1.85     -2.933  2.40     -3.806
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          :       2.065            3.638            4.226
 
At 0.8 x L = 96.40 ft
Prestress      :       2.774  1.80      4.993  2.20      6.102
Self Wt.       :      -1.172  1.85     -2.169  2.40     -2.813
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          :       1.601            2.824            3.289
 
At 0.9 x L = 108.53 ft
Prestress      :       1.542  1.80      2.776  2.20      3.393
Self Wt.       :      -0.626  1.85     -1.158  2.40     -1.502
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.916            1.618            1.890
 

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
   774.7    57.0  5.310  264.2    4.4   3.72   6443.5  0.045T 1.00       -       -     -     -  
H/2     :   2.97
   979.6    57.1  5.518  264.0    4.5   3.86   6700.8  0.043T 1.00       -       -     -     -  
0.1L    :  11.47
  3502.0    59.3  8.246  261.4    6.7   5.71  10144.7  0.028T 1.00       -       -     -     -  
0.2L    :  23.60
  6379.0    62.5  8.246  261.9    6.7   5.72  10722.8  0.028T 1.00    826.0   826.0   12.98    -  
0.3L    :  35.73
  8404.6    65.6  8.246  262.2    6.7   5.73  11301.1  0.028T 1.00    557.3   557.3   20.28    -  
0.4L    :  47.87
  9617.7    67.1  8.246  262.4    6.7   5.73  11590.4  0.028T 1.00    399.1   399.1   29.04    -  
0.5L    :  60.00
  9996.1    67.1  8.246  262.4    6.7   5.73  11590.4  0.028T 1.00    336.9   336.9   34.40    -  
0.6L    :  72.13
  9617.7    67.1  8.246  262.4    6.7   5.73  11590.4  0.028T 1.00    399.1   399.1   29.04    -  
0.7L    :  84.27
  8404.6    65.6  8.246  262.2    6.7   5.73  11301.1  0.028T 1.00    557.3   557.3   20.28    -  
0.8L    :  96.40
  6379.0    62.5  8.246  261.9    6.7   5.72  10722.8  0.028T 1.00    826.0   826.0   12.98    -  
0.9L    : 108.53
  3502.0    59.3  8.246  261.4    6.7   5.71  10144.7  0.028T 1.00   1239.6  1239.6    8.18    -  
H/2     : 117.03
   979.6    57.1  5.518  264.0    4.5   3.86   6700.8  0.043T 1.00       -       -     -     -  
Transfer: 117.67
   774.7    57.0  5.310  264.2    4.4   3.72   6443.5  0.045T 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 1-19; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.066
        M   2.00 Fb     0.128
 
  2   2 E  60.00 Ft     0.361
        M   8.00 Fb     0.071
 
  3   2 E  58.00 Ft     0.643
        M   6.00 Fb     0.026
 
  4   2 E  56.00 Ft     0.911
        M   4.00 Fb    -0.008
 
  5   2 E  54.00 Ft     1.165
        M   2.00 Fb    -0.031
 
  6   2 E   6.00 Ft     1.113
        M   6.00 Fb     0.191
 
  7   2 E   6.00 Ft     1.061
        M   6.00 Fb     0.413
 
  8   2 E   6.00 Ft     1.009
        M   6.00 Fb     0.636
 
  9   2 E   6.00 Ft     0.957
        M   6.00 Fb     0.858
 
 10   2 E   6.00 Ft     0.905
        M   6.00 Fb     1.080
 
 11   2 E   4.00 Ft     0.840
        M   4.00 Fb     1.314
 
 12   2 E   4.00 Ft     0.774
        M   4.00 Fb     1.547
 
 13   2 E   4.00 Ft     0.708
        M   4.00 Fb     1.780
 
 14   2 E   4.00 Ft     0.643
        M   4.00 Fb     2.013
 
 15   2 E   2.00 Ft     0.563
        M   2.00 Fb     2.258
 
 16   2 E   2.00 Ft     0.484
        M   2.00 Fb     2.502
 
 17   2 E   2.00 Ft     0.404
        M   2.00 Fb     2.747
 
 18   2 E   2.00 Ft     0.325
        M   2.00 Fb     2.991
 
 19   2 E   2.00 Ft     0.245
        M   2.00 Fb     3.236
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTE         
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:  38
No. of strands, Draped:   8           No. of strands, Straight:  30
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  8.05 %               Final losses: 14.19 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       3.236     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.245       Trans
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 11590.38     9996.05     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   0.198     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   2.432     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   2.655    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.000     Bearing
    Pre.Bot:  -0.465  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.511     Midspan
    Pre.Bot:                                                             2.400   1.254    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      :       4.372  1.80      7.869  2.20      9.617
Self Wt.       :      -1.937  1.85     -3.584  2.40     -4.649
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          :       2.434            4.285            4.968
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  120.00
     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    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.727   (Calculated)    
Live Moment (1  lane  loaded)  : 0.494   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.147   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.917   (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                  =        807.4 in2           1574.8 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1011350 in4#
Ht. of c.g.           =        28.75 in             47.53 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    11.47    23.60    35.73    47.87    60.00
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    816.6    848.7    848.7    848.7    848.7    848.7    848.7    848.7
  Yb      ,  in    28.59    28.05    28.04    27.93    27.78    27.63    27.55    27.55
  MI(Ixx) , in4   424533   431026   431213   433924   438449   443743   446678   446678
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1583.6   1614.7   1614.7   1614.7   1614.7   1614.7   1614.7   1614.7
  Yb      ,  in    47.35    46.71    46.71    46.65    46.57    46.50    46.46    46.46
  MI(Ixx) , in4  1020737  1054425  1054849  1060741  1069799  1079619  1084815  1084815

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  38 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 42.47 ft from member end )
END PATTERN (Ycg = 15.05 in):
    12 @  2.000 in     8 @  4.000 in    10 @  6.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.11 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     8 @  4.000 in    10 @  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     =    8.25 in2      Initial Pull          =     1616.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.985 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.981 ft
Holddown Force        =  34.545 kips     Beam Shrtng (PL/AE)   =      0.585 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)       
---------------------------------------------------------------------------------------
      4614.068         740 3414.411     25.196 102043.805  1621.689     768.011        
 
 
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       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     20.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00*     20.4167     36.6699    Yes
      2      US#5[M16]       60.00        0.62      18.00      36.6670     84.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      84.6601     95.9101    Yes
      2      US#5[M16]       60.00        0.62      12.00      95.9101    109.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     109.9134    114.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     114.4134    114.9551    Yes
      2      US#6[M19]       60.00        0.88       6.00     114.9551    119.9551    Yes
      2      US#6[M19]       60.00        0.88       3.00     119.9551    120.2051    Yes
      2      US#6[M19]       60.00        0.88       3.00     120.2051    120.4551     No
      2      US#6[M19]       60.00        0.88       3.00     120.4551    120.7051    Yes
      2      US#6[M19]       60.00        0.88       3.00     120.7051    120.9551     No
      2      US#6[M19]       60.00        0.88       3.00     120.9551    121.2051    Yes
      2      US#6[M19]       60.00        0.88       1.50     121.2001    121.3301     No
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
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 121.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 8.2460 in2       Ycg =  4.11 in
         P_init    =     1616.4 kips  Ecc = 24.64 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.79 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.625 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.92 ksi    0.00 ksi
    due to Composite Loads                                 -2.26 ksi    0.00 ksi
    due to Live Loads                                      -5.82 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.40 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.79 ksi  ( 8.05 %)            12.03 ksi ( 6.14 %)
Total Prestress Losses                                    27.82 ksi (14.19 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   115.5   146.1   523.4   956.7  1266.3  1452.0  1513.9
(Max)       V      50.5    48.5    48.0    40.8    30.6    20.4    10.2     0.0
DL-Prec.  : M       0.0    16.7    21.1    75.7   138.5   183.3   210.1   219.1
DC(Max)     V       7.3     7.0     6.9     5.9     4.4     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   125.5   158.7   568.7  1039.5  1375.8  1577.6  1644.8
Haunch (Max)V      54.8    52.7    52.1    44.3    33.3    22.2    11.1     0.0
Diaphragm : M       0.0     0.6     0.7     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    40.7    51.4   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    16.9    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    22.4    28.4   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.3     7.9     5.9     4.0     2.0     0.0
LL + I    : M+      0.0   209.9   265.3   946.3  1716.4  2249.0  2566.5  2656.0
            V     145.3   141.4   140.3   125.9   106.0    86.1    58.3    38.4
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   145.3   141.4   140.3   126.0   107.5    89.9    73.2    57.4
            M       0.0   207.1   261.5   916.0  1608.8  2037.3  2221.9  2183.0
Total     : M+      0.0   531.3   671.8  2402.8  4379.5  5774.9  6611.2  6875.6
            V     285.7   276.3   273.8   239.5   191.3   143.1    86.9    38.7
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   285.7   276.3   273.8   239.6   192.8   146.8   101.8    57.6
            M       0.0   528.6   668.0  2372.6  4271.9  5563.1  6266.6  6402.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.03  117.67  120.00
Self wt.  : M    1452.0  1266.3   956.7   523.4   146.1   115.5     0.0
(Max)       V      10.2    20.4    30.6    40.8    48.0    48.5    50.5
DL-Prec.  : M     210.1   183.3   138.5    75.7    21.1    16.7     0.0
DC(Max)     V       1.5     3.0     4.4     5.9     6.9     7.0     7.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1577.6  1375.8  1039.5   568.7   158.7   125.5     0.0
Haunch (Max)V      11.1    22.2    33.3    44.3    52.1    52.7    54.8
Diaphragm : M      12.0     8.9     5.9     2.9     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     511.0   445.7   336.7   184.2    51.4    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    16.9    17.1    17.8
DL-Comp   : M     282.0   245.9   185.8   101.6    28.4    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.3     9.4     9.8
LL + I    : M+   2566.5  2249.0  1716.4   946.3   265.3   209.9     0.0
            V      58.3    86.1   106.0   125.9   140.3   141.4   145.3
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    73.2    89.9   107.5   126.0   140.3   141.4   145.3
            M    2221.9  2037.3  1608.8   916.0   261.5   207.1    -0.0
Total     : M+   6611.2  5774.9  4379.5  2402.8   671.8   531.3     0.0
            V      86.9   143.1   191.3   239.5   273.8   276.3   285.7
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   101.8   146.8   192.8   239.6   273.8   276.3   285.7
            M    6266.6  5563.1  4271.9  2372.6   668.0   528.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               50.5             50.5
Deck+Haunch            54.8             54.8
Diaphragm               0.2              0.3
DL-Prec.(DC)            7.3              7.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           88.8             88.8
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    2.97   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   115.5   146.1   523.4   956.7  1266.3  1452.0  1513.9
(Max)       V      50.5    48.5    48.0    40.8    30.6    20.4    10.2     0.0
DL-Prec.  : M       0.0    16.7    21.1    75.7   138.5   183.3   210.1   219.1
DC(Max)     V       7.3     7.0     6.9     5.9     4.4     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   125.5   158.7   568.7  1039.5  1375.8  1577.6  1644.8
Haunch (Max)V      54.8    52.7    52.1    44.3    33.3    22.2    11.1     0.0
Diaphragm : M       0.0     0.6     0.7     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    40.7    51.4   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    16.9    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    22.4    28.4   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.3     7.9     5.9     4.0     2.0     0.0
LL + I    : M+      0.0   167.9   212.2   757.0  1373.1  1799.2  2053.2  2124.8
            V     116.2   113.1   112.2   100.7    84.8    68.9    46.7    30.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.2   113.1   112.2   100.8    86.0    71.9    58.6    45.9
            M       0.0   165.7   209.2   732.8  1287.0  1629.8  1777.5  1746.4
Total     : M+      0.0   489.4   618.8  2213.6  4036.2  5325.0  6097.9  6344.4
            V     256.7   248.0   245.7   214.3   170.1   125.8    75.2    31.0
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   256.7   248.0   245.7   214.4   171.3   128.9    87.2    46.2
            M       0.0   487.1   615.7  2189.4  3950.1  5155.6  5822.2  5966.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.03  117.67  120.00
Self wt.  : M    1452.0  1266.3   956.7   523.4   146.1   115.5     0.0
(Max)       V      10.2    20.4    30.6    40.8    48.0    48.5    50.5
DL-Prec.  : M     210.1   183.3   138.5    75.7    21.1    16.7     0.0
DC(Max)     V       1.5     3.0     4.4     5.9     6.9     7.0     7.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1577.6  1375.8  1039.5   568.7   158.7   125.5     0.0
Haunch (Max)V      11.1    22.2    33.3    44.3    52.1    52.7    54.8
Diaphragm : M      12.0     8.9     5.9     2.9     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     511.0   445.7   336.7   184.2    51.4    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    16.9    17.1    17.8
DL-Comp   : M     282.0   245.9   185.8   101.6    28.4    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.3     9.4     9.8
LL + I    : M+   2053.2  1799.2  1373.1   757.0   212.2   167.9     0.0
            V      46.7    68.9    84.8   100.7   112.2   113.1   116.2
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    58.6    71.9    86.0   100.8   112.2   113.1   116.2
            M    1777.5  1629.8  1287.0   732.8   209.2   165.7    -0.0
Total     : M+   6097.9  5325.0  4036.2  2213.5   618.8   489.4     0.0
            V      75.2   125.8   170.1   214.3   245.7   248.0   256.7
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    87.2   128.9   171.3   214.4   245.7   248.0   256.7
            M    5822.2  5155.6  3950.1  2189.4   615.7   487.1    -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    2.97   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   144.4   182.6   654.2  1195.9  1582.8  1815.0  1892.3
(Max)       V      63.1    60.6    60.0    51.0    38.3    25.5    12.8     0.0
Self wt.  : M       0.0   104.0   131.5   471.1   861.1  1139.6  1306.8  1362.5
(Min)       V      45.4    43.6    43.2    36.7    27.6    18.4     9.2     0.0
DL-Prec.  : M       0.0    20.9    26.4    94.7   173.1   229.1   262.7   273.9
DC(Max)     V       9.1     8.8     8.7     7.4     5.5     3.7     1.8     0.0
DL-Prec.  : M       0.0    15.0    19.0    68.2   124.6   164.9   189.1   197.2
DC(Min)     V       6.6     6.3     6.2     5.3     4.0     2.7     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   156.9   198.4   710.8  1299.4  1719.8  1972.0  2056.1
Haunch (Max)V      68.5    65.9    65.1    55.4    41.6    27.7    13.9     0.0
Deck +    : M       0.0   113.0   142.9   511.8   935.6  1238.2  1419.8  1480.4
Haunch (Min)V      49.3    47.4    46.9    39.9    29.9    20.0    10.0     0.0
Diaphragm : M       0.0     0.7     0.9     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     0.7     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    50.8    64.3   230.3   420.9   557.1   638.8   666.0
DC(Max)     V      22.2    21.3    21.1    18.0    13.5     9.0     4.5     0.0
DL-Comp   : M       0.0    36.6    46.3   165.8   303.0   401.1   459.9   479.5
DC(Min)     V      16.0    15.4    15.2    12.9     9.7     6.5     3.2     0.0
DL-Comp   : M       0.0    33.7    42.6   152.5   278.7   368.9   423.0   441.0
DW(Max)     V      14.7    14.1    14.0    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    14.6    18.4    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   367.3   464.3  1655.9  3003.7  3935.8  4491.4  4648.0
            V     254.3   247.4   245.5   220.3   185.5   150.7   102.1    67.3
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   254.3   247.4   245.5   220.4   188.1   157.3   128.1   100.4
            M       0.0   362.4   457.6  1603.0  2815.3  3565.2  3888.4  3820.2
Total     : M+      0.0   774.7   979.6  3502.0  6379.0  8404.6  9617.7  9996.1
            V     432.2   418.4   414.7   364.3   293.6   222.9   138.3    67.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   432.2   418.4   414.7   364.4   296.2   229.5   164.3   100.7
            M       0.0   769.9   972.9  3449.1  6190.7  8034.0  9014.7  9168.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.03  117.67  120.00
Self wt.  : M    1815.0  1582.8  1195.9   654.2   182.6   144.4     0.0
(Max)       V      12.8    25.5    38.3    51.0    60.0    60.6    63.1
Self wt.  : M    1306.8  1139.6   861.1   471.1   131.5   104.0     0.0
(Min)       V       9.2    18.4    27.6    36.7    43.2    43.6    45.4
DL-Prec.  : M     262.7   229.1   173.1    94.7    26.4    20.9     0.0
DC(Max)     V       1.8     3.7     5.5     7.4     8.7     8.8     9.1
DL-Prec.  : M     189.1   164.9   124.6    68.2    19.0    15.0     0.0
DC(Min)     V       1.3     2.7     4.0     5.3     6.2     6.3     6.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1972.0  1719.8  1299.4   710.8   198.4   156.9     0.0
Haunch (Max)V      13.9    27.7    41.6    55.4    65.1    65.9    68.5
Deck +    : M    1419.8  1238.2   935.6   511.8   142.9   113.0     0.0
Haunch (Min)V      10.0    20.0    29.9    39.9    46.9    47.4    49.3
Diaphragm : M      15.0    11.2     7.4     3.6     0.9     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     0.7     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     638.8   557.1   420.9   230.3    64.3    50.8     0.0
DC(Max)     V       4.5     9.0    13.5    18.0    21.1    21.3    22.2
DL-Comp   : M     459.9   401.1   303.0   165.8    46.3    36.6     0.0
DC(Min)     V       3.2     6.5     9.7    12.9    15.2    15.4    16.0
DL-Comp   : M     423.0   368.9   278.7   152.5    42.6    33.7     0.0
DW(Max)     V       3.0     5.9     8.9    11.9    14.0    14.1    14.7
DL-Comp   : M     183.3   159.8   120.8    66.1    18.4    14.6     0.0
DW(Min)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
LL + I    : M+   4491.4  3935.8  3003.7  1655.9   464.3   367.3     0.0
            V     102.1   150.7   185.5   220.3   245.5   247.4   254.3
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   128.1   157.3   188.1   220.4   245.5   247.4   254.3
            M    3888.4  3565.2  2815.3  1603.0   457.6   362.4    -0.0
Total     : M+   9617.7  8404.6  6379.0  3502.0   979.6   774.7     0.0
            V     138.3   222.9   293.6   364.3   414.7   418.4   432.2
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   164.3   229.5   296.2   364.4   414.7   418.4   432.2
            M    9014.7  8034.0  6190.7  3449.1   972.9   769.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               63.1             63.1
Deck+Haunch            68.5             68.5
Diaphragm               0.3              0.3
DL-Prec.(DC)            9.1              9.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          111.0            111.0
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    2.97   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   115.5   146.1   523.4   956.7  1266.3  1452.0  1513.9
(Max)       V      50.5    48.5    48.0    40.8    30.6    20.4    10.2     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    16.7    21.1    75.7   138.5   183.3   210.1   219.1
DC(Max)     V       7.3     7.0     6.9     5.9     4.4     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   125.5   158.7   568.7  1039.5  1375.8  1577.6  1644.8
Haunch (Max)V      54.8    52.7    52.1    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     0.7     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    40.7    51.4   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    16.9    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    22.4    28.4   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.3     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   137.5   173.7   613.7  1094.1  1429.1  1607.9  1613.3
            V     112.7   110.0   109.3    99.5    86.2    65.2    51.9    38.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.7   110.0   109.3    99.5    86.2    72.9    59.6    46.3
            M       0.0   137.5   173.7   613.7  1094.1  1401.0  1534.3  1494.0
Total     : M+      0.0   459.0   580.3  2070.2  3757.2  4954.9  5652.6  5832.9
            V     253.1   245.0   242.8   213.1   171.4   122.2    80.5    38.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   253.1   245.0   242.8   213.1   171.4   129.8    88.2    46.5
            M       0.0   459.0   580.3  2070.2  3757.2  4926.8  5578.9  5713.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.03  117.67  120.00
Self wt.  : M    1452.0  1266.3   956.7   523.4   146.1   115.5     0.0
(Max)       V      10.2    20.4    30.6    40.8    48.0    48.5    50.5
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     210.1   183.3   138.5    75.7    21.1    16.7     0.0
DC(Max)     V       1.5     3.0     4.4     5.9     6.9     7.0     7.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1577.6  1375.8  1039.5   568.7   158.7   125.5     0.0
Haunch (Max)V      11.1    22.2    33.3    44.3    52.1    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     0.7     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     511.0   445.7   336.7   184.2    51.4    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    16.9    17.1    17.8
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    28.4    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.3     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+   1607.9  1429.1  1094.1   613.7   173.7   137.5     0.0
            V      51.9    65.2    86.2    99.5   109.3   110.0   112.7
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    59.6    72.9    86.2    99.5   109.3   110.0   112.7
            M    1534.3  1401.0  1094.1   613.7   173.7   137.5     0.0
Total     : M+   5652.6  4954.9  3757.2  2070.2   580.3   459.0     0.0
            V      80.5   122.2   171.4   213.1   242.8   245.0   253.1
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    88.2   129.8   171.4   213.1   242.8   245.0   253.1
            M    5578.9  4926.8  3757.2  2070.2   580.3   459.0     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.13   24.27   36.40   48.53   60.67   42.47
 
Beam-Self
Precast-top    0.145   0.540   0.955   1.244   1.415   1.474   1.343 
Bottom        -0.117  -0.430  -0.753  -0.971  -1.100  -1.145  -1.047 
 
Prestress
Precast-top    0.100  -0.186  -0.560  -0.925  -1.103  -1.103  -1.103 
Bottom         3.352   3.570   3.848   4.114   4.242   4.242   4.242 
 
Total
Precast-top    0.245   0.354   0.395   0.319   0.312   0.371   0.240 
Bottom         3.236   3.139   3.095   3.143   3.142   3.096   3.195 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.79 %)
             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    2.97   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   0.015   0.019   0.070   0.127   0.166   0.190   0.198 
Precast-top    0.035   0.349   0.402   1.028   1.677   2.041   2.291   2.432 
Bottom         0.664   2.655   2.606   2.022   1.417   1.072   0.843   0.721 
 

 
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    0.145   0.540   0.955   1.244   1.415   1.474   1.343 
Bottom        -0.117  -0.430  -0.753  -0.971  -1.100  -1.145  -1.047 
 
Prestress
Precast-top    0.100  -0.186  -0.560  -0.925  -1.103  -1.103  -1.103 
Bottom         3.352   3.570   3.848   4.114   4.242   4.242   4.242 
 
Total
Precast-top    0.245   0.354   0.395   0.319   0.312   0.371   0.240 
Bottom         3.236   3.139   3.095   3.143   3.142   3.096   3.195 
 
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 = 13.79 %)
             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    2.97   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    2.97   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   0.041   0.052   0.184   0.328   0.427   0.481   0.486 
Precast-top    0.017   0.200   0.233   0.627   1.040   1.283   1.440   1.511 
Bottom         0.332   1.254   1.211   0.687   0.137  -0.203  -0.405  -0.469 
 

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
    432.2    6.5   67.4    0.929   6.6   6.00e-3 50.0    444.3     1.581    3.520      0.00
      0.0    0.8   67.0     41.9 0.181      29.4 0.87    12.00     0.101    1.373 
Transfer:   3.00
    418.4    6.5   67.4    4.192  29.8  -0.00e-3 29.0    276.4     0.467    1.760      0.00
    769.9    3.7   65.5    189.0 0.170     158.7 4.81    12.00     0.101    1.438 
Critical:   6.10
    400.0    6.5   67.4    4.997  29.8  -0.05e-3 28.8    250.9     0.424    1.760      0.00
   1697.1    4.4   65.2    189.0 0.163     163.8 4.99    12.00     0.101    1.497 
0.1L    :  12.13
    364.4    6.5   67.4    6.510  29.8  -0.06e-3 28.8    211.5     0.360    0.620      0.00
   3449.1    5.7   64.5    189.0 0.149     163.6 5.04    12.00     0.101    1.377 
0.2L    :  24.27
    296.2    6.5   62.5    8.246  29.8  -0.01e-3 29.0    154.1     0.286    0.496      0.00
   6190.7    5.7   59.6    189.0 0.129     145.2 4.84    12.00     0.101    1.343 
0.3L    :  36.40
    229.5    6.5   65.6    8.246  29.8   0.76e-3 31.7    128.7     0.253    0.496      0.00
   8034.0    5.7   62.7    189.0 0.092      96.5 3.06    24.00     0.101    1.485 
0.4L    :  48.53
    164.3    6.5   67.1    8.246   0.0   1.23e-3 33.3    101.8     0.208    0.413      0.00
   9014.7    5.7   64.3    189.0 0.073      80.8 2.50    24.00     0.101    1.550 
0.5L    :  60.67
    100.7    6.5   67.1    8.246   0.0   1.08e-3 32.8     26.1     0.101    0.413      0.00
   9168.3    5.7   64.3    189.0 0.045      85.8 2.65    24.00     0.101    2.610 
0.6L    :  72.80
    164.3    6.5   67.1    8.246   0.0   1.23e-3 33.3    101.8     0.208    0.413      0.00
   9014.7    5.7   64.3    189.0 0.073      80.8 2.50    24.00     0.101    1.550 
0.7L    :  84.93
    229.5    6.5   65.6    8.246  29.8   0.76e-3 31.7    128.7     0.253    0.496      0.00
   8034.0    5.7   62.7    189.0 0.092      96.5 3.06    24.00     0.101    1.485 
0.8L    :  97.06
    296.2    6.5   62.5    8.246  29.8  -0.01e-3 29.0    154.1     0.286    0.620      0.00
   6190.7    5.7   59.6    189.0 0.129     145.2 4.84    12.00     0.101    1.546 
0.9L    : 109.20
    364.4    6.5   67.4    6.510  29.8  -0.06e-3 28.8    211.5     0.360    0.620      0.00
   3449.1    5.7   64.5    189.0 0.149     163.6 5.04    12.00     0.101    1.377 
Critical: 115.23
    400.0    6.5   67.4    4.997  29.8  -0.05e-3 28.8    250.9     0.424    1.760      0.00
   1697.1    4.4   65.2    189.0 0.163     163.8 4.99    12.00     0.101    1.497 
Transfer: 118.33
    418.4    6.5   67.4    4.192  29.8  -0.00e-3 29.0    276.4     0.467    1.760      0.00
    769.9    3.7   65.5    189.0 0.170     158.7 4.81    12.00     0.101    1.438 
Bearing : 120.67
    432.2    6.5   67.4    0.929   6.6   6.00e-3 50.0    444.3     1.581    3.520      0.00
      0.0    0.8   67.0     41.9 0.181      29.4 0.87    12.00     0.101    1.373 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1616.38
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    3.23
 
 
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
    432.2      7.17     67.38    0.84       66.96    24.00      0.300      1.641      0.000      3.520 
Transfer:      2.33
    418.4      7.10     67.38    3.72       65.52    24.00      0.300      1.615      0.000      1.760 
Critical:      5.43
    400.1      6.82     67.38    4.40       65.18    24.00      0.300      1.524      0.000      1.760 
0.1L    :     11.47
    364.4      6.28     67.38    5.71       64.53    24.00      0.300      1.342      0.000      0.620 
0.2L    :     23.60
    296.2      5.52     62.45    5.72       59.59    24.00      0.300      1.091      0.000      0.496 
0.3L    :     35.73
    229.5      4.07     65.58    5.73       62.72    24.00      0.300      0.605      0.000      0.496 
0.4L    :     47.87
    164.3      2.84     67.14    5.73       64.28    24.00      0.300      0.197      0.000      0.413 
0.5L    :     60.00
    100.7      1.74     67.14    5.73       64.28    24.00      0.300      0.000      0.000      0.413 
0.6L    :     72.13
    164.3      2.84     67.14    5.73       64.28    24.00      0.300      0.197      0.000      0.413 
0.7L    :     84.27
    229.5      4.07     65.58    5.73       62.72    24.00      0.300      0.605      0.000      0.496 
0.8L    :     96.40
    296.2      5.52     62.45    5.72       59.59    24.00      0.300      1.091      0.000      0.620 
0.9L    :    108.53
    364.4      6.28     67.38    5.71       64.53    24.00      0.300      1.342      0.000      0.620 
Critical:    114.57
    400.1      6.82     67.38    4.40       65.18    24.00      0.300      1.524      0.000      1.760 
Transfer:    117.67
    418.4      7.10     67.38    3.72       65.52    24.00      0.300      1.615      0.000      1.760 
Bearing :    120.00
    432.2      7.17     67.38    0.84       66.96    24.00      0.300      1.641      0.000      3.520 
 

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      :       1.542  1.80      2.776  2.20      3.393
Self Wt.       :      -0.626  1.85     -1.158  2.40     -1.502
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.916            1.618            1.890
 
At 0.2 x L = 23.60 ft
Prestress      :       2.774  1.80      4.993  2.20      6.102
Self Wt.       :      -1.172  1.85     -2.169  2.40     -2.813
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          :       1.601            2.824            3.289
 
At 0.3 x L = 35.73 ft
Prestress      :       3.651  1.80      6.571  2.20      8.031
Self Wt.       :      -1.586  1.85     -2.933  2.40     -3.806
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          :       2.065            3.638            4.226
 
At 0.4 x L = 47.87 ft
Prestress      :       4.182  1.80      7.527  2.20      9.200
Self Wt.       :      -1.845  1.85     -3.413  2.40     -4.428
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          :       2.337            4.114            4.772
 
At 0.5 x L = 60.00 ft
Prestress      :       4.372  1.80      7.869  2.20      9.617
Self Wt.       :      -1.937  1.85     -3.584  2.40     -4.649
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          :       2.434            4.285            4.968
 
At 0.6 x L = 72.13 ft
Prestress      :       4.182  1.80      7.527  2.20      9.200
Self Wt.       :      -1.845  1.85     -3.413  2.40     -4.428
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          :       2.337            4.114            4.772
 
At 0.7 x L = 84.27 ft
Prestress      :       3.651  1.80      6.571  2.20      8.031
Self Wt.       :      -1.586  1.85     -2.933  2.40     -3.806
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          :       2.065            3.638            4.226
 
At 0.8 x L = 96.40 ft
Prestress      :       2.774  1.80      4.993  2.20      6.102
Self Wt.       :      -1.172  1.85     -2.169  2.40     -2.813
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          :       1.601            2.824            3.289
 
At 0.9 x L = 108.53 ft
Prestress      :       1.542  1.80      2.776  2.20      3.393
Self Wt.       :      -0.626  1.85     -1.158  2.40     -1.502
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.916            1.618            1.890
 

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
   774.7    57.0  5.310  264.2    4.4   3.72   6443.5  0.045T 1.00       -       -     -     -  
H/2     :   2.97
   979.6    57.1  5.518  264.0    4.5   3.86   6700.8  0.043T 1.00       -       -     -     -  
0.1L    :  11.47
  3502.0    59.3  8.246  261.4    6.7   5.71  10144.7  0.028T 1.00       -       -     -     -  
0.2L    :  23.60
  6379.0    62.5  8.246  261.9    6.7   5.72  10722.8  0.028T 1.00    826.0   826.0   12.98    -  
0.3L    :  35.73
  8404.6    65.6  8.246  262.2    6.7   5.73  11301.1  0.028T 1.00    557.3   557.3   20.28    -  
0.4L    :  47.87
  9617.7    67.1  8.246  262.4    6.7   5.73  11590.4  0.028T 1.00    399.1   399.1   29.04    -  
0.5L    :  60.00
  9996.1    67.1  8.246  262.4    6.7   5.73  11590.4  0.028T 1.00    336.9   336.9   34.40    -  
0.6L    :  72.13
  9617.7    67.1  8.246  262.4    6.7   5.73  11590.4  0.028T 1.00    399.1   399.1   29.04    -  
0.7L    :  84.27
  8404.6    65.6  8.246  262.2    6.7   5.73  11301.1  0.028T 1.00    557.3   557.3   20.28    -  
0.8L    :  96.40
  6379.0    62.5  8.246  261.9    6.7   5.72  10722.8  0.028T 1.00    826.0   826.0   12.98    -  
0.9L    : 108.53
  3502.0    59.3  8.246  261.4    6.7   5.71  10144.7  0.028T 1.00   1239.6  1239.6    8.18    -  
H/2     : 117.03
   979.6    57.1  5.518  264.0    4.5   3.86   6700.8  0.043T 1.00       -       -     -     -  
Transfer: 117.67
   774.7    57.0  5.310  264.2    4.4   3.72   6443.5  0.045T 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 1-19; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.066
        M   2.00 Fb     0.128
 
  2   2 E  60.00 Ft     0.361
        M   8.00 Fb     0.071
 
  3   2 E  58.00 Ft     0.643
        M   6.00 Fb     0.026
 
  4   2 E  56.00 Ft     0.911
        M   4.00 Fb    -0.008
 
  5   2 E  54.00 Ft     1.165
        M   2.00 Fb    -0.031
 
  6   2 E   6.00 Ft     1.113
        M   6.00 Fb     0.191
 
  7   2 E   6.00 Ft     1.061
        M   6.00 Fb     0.413
 
  8   2 E   6.00 Ft     1.009
        M   6.00 Fb     0.636
 
  9   2 E   6.00 Ft     0.957
        M   6.00 Fb     0.858
 
 10   2 E   6.00 Ft     0.905
        M   6.00 Fb     1.080
 
 11   2 E   4.00 Ft     0.840
        M   4.00 Fb     1.314
 
 12   2 E   4.00 Ft     0.774
        M   4.00 Fb     1.547
 
 13   2 E   4.00 Ft     0.708
        M   4.00 Fb     1.780
 
 14   2 E   4.00 Ft     0.643
        M   4.00 Fb     2.013
 
 15   2 E   2.00 Ft     0.563
        M   2.00 Fb     2.258
 
 16   2 E   2.00 Ft     0.484
        M   2.00 Fb     2.502
 
 17   2 E   2.00 Ft     0.404
        M   2.00 Fb     2.747
 
 18   2 E   2.00 Ft     0.325
        M   2.00 Fb     2.991
 
 19   2 E   2.00 Ft     0.245
        M   2.00 Fb     3.236
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTE         
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:  38
No. of strands, Draped:   8           No. of strands, Straight:  30
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  8.05 %               Final losses: 14.19 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       3.236     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.245       Trans
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 11590.38     9996.05     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   0.198     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   2.432     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   2.655    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.000     Bearing
    Pre.Bot:  -0.465  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.511     Midspan
    Pre.Bot:                                                             2.400   1.254    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      :       4.372  1.80      7.869  2.20      9.617
Self Wt.       :      -1.937  1.85     -3.584  2.40     -4.649
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          :       2.434            4.285            4.968
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  120.00
     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    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.727   (Calculated)    
Live Moment (1  lane  loaded)  : 0.494   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.147   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.917   (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                  =        807.4 in2           1574.8 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1011350 in4#
Ht. of c.g.           =        28.75 in             47.53 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    11.47    23.60    35.73    47.87    60.00
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    816.6    848.7    848.7    848.7    848.7    848.7    848.7    848.7
  Yb      ,  in    28.59    28.05    28.04    27.93    27.78    27.63    27.55    27.55
  MI(Ixx) , in4   424533   431026   431213   433924   438449   443743   446678   446678
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1583.6   1614.7   1614.7   1614.7   1614.7   1614.7   1614.7   1614.7
  Yb      ,  in    47.35    46.71    46.71    46.65    46.57    46.50    46.46    46.46
  MI(Ixx) , in4  1020737  1054425  1054849  1060741  1069799  1079619  1084815  1084815

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  38 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 42.47 ft from member end )
END PATTERN (Ycg = 15.05 in):
    12 @  2.000 in     8 @  4.000 in    10 @  6.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.11 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     8 @  4.000 in    10 @  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     =    8.25 in2      Initial Pull          =     1616.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.985 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.981 ft
Holddown Force        =  34.545 kips     Beam Shrtng (PL/AE)   =      0.585 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)       
---------------------------------------------------------------------------------------
      4614.068         740 3414.411     25.196 102043.805  1621.689     768.011        
 
 
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       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     20.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00*     20.4167     36.6699    Yes
      2      US#5[M16]       60.00        0.62      18.00      36.6670     84.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      84.6601     95.9101    Yes
      2      US#5[M16]       60.00        0.62      12.00      95.9101    109.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     109.9134    114.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     114.4134    114.9551    Yes
      2      US#6[M19]       60.00        0.88       6.00     114.9551    119.9551    Yes
      2      US#6[M19]       60.00        0.88       3.00     119.9551    120.2051    Yes
      2      US#6[M19]       60.00        0.88       3.00     120.2051    120.4551     No
      2      US#6[M19]       60.00        0.88       3.00     120.4551    120.7051    Yes
      2      US#6[M19]       60.00        0.88       3.00     120.7051    120.9551     No
      2      US#6[M19]       60.00        0.88       3.00     120.9551    121.2051    Yes
      2      US#6[M19]       60.00        0.88       1.50     121.2001    121.3301     No
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
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 121.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 8.2460 in2       Ycg =  4.11 in
         P_init    =     1616.4 kips  Ecc = 24.64 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.79 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.625 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.92 ksi    0.00 ksi
    due to Composite Loads                                 -2.26 ksi    0.00 ksi
    due to Live Loads                                      -5.82 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.40 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.79 ksi  ( 8.05 %)            12.03 ksi ( 6.14 %)
Total Prestress Losses                                    27.82 ksi (14.19 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   115.5   146.1   523.4   956.7  1266.3  1452.0  1513.9
(Max)       V      50.5    48.5    48.0    40.8    30.6    20.4    10.2     0.0
DL-Prec.  : M       0.0    16.7    21.1    75.7   138.5   183.3   210.1   219.1
DC(Max)     V       7.3     7.0     6.9     5.9     4.4     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   125.5   158.7   568.7  1039.5  1375.8  1577.6  1644.8
Haunch (Max)V      54.8    52.7    52.1    44.3    33.3    22.2    11.1     0.0
Diaphragm : M       0.0     0.6     0.7     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    40.7    51.4   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    16.9    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    22.4    28.4   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.3     7.9     5.9     4.0     2.0     0.0
LL + I    : M+      0.0   209.9   265.3   946.3  1716.4  2249.0  2566.5  2656.0
            V     145.3   141.4   140.3   125.9   106.0    86.1    58.3    38.4
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   145.3   141.4   140.3   126.0   107.5    89.9    73.2    57.4
            M       0.0   207.1   261.5   916.0  1608.8  2037.3  2221.9  2183.0
Total     : M+      0.0   531.3   671.8  2402.8  4379.5  5774.9  6611.2  6875.6
            V     285.7   276.3   273.8   239.5   191.3   143.1    86.9    38.7
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   285.7   276.3   273.8   239.6   192.8   146.8   101.8    57.6
            M       0.0   528.6   668.0  2372.6  4271.9  5563.1  6266.6  6402.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.03  117.67  120.00
Self wt.  : M    1452.0  1266.3   956.7   523.4   146.1   115.5     0.0
(Max)       V      10.2    20.4    30.6    40.8    48.0    48.5    50.5
DL-Prec.  : M     210.1   183.3   138.5    75.7    21.1    16.7     0.0
DC(Max)     V       1.5     3.0     4.4     5.9     6.9     7.0     7.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1577.6  1375.8  1039.5   568.7   158.7   125.5     0.0
Haunch (Max)V      11.1    22.2    33.3    44.3    52.1    52.7    54.8
Diaphragm : M      12.0     8.9     5.9     2.9     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     511.0   445.7   336.7   184.2    51.4    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    16.9    17.1    17.8
DL-Comp   : M     282.0   245.9   185.8   101.6    28.4    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.3     9.4     9.8
LL + I    : M+   2566.5  2249.0  1716.4   946.3   265.3   209.9     0.0
            V      58.3    86.1   106.0   125.9   140.3   141.4   145.3
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    73.2    89.9   107.5   126.0   140.3   141.4   145.3
            M    2221.9  2037.3  1608.8   916.0   261.5   207.1    -0.0
Total     : M+   6611.2  5774.9  4379.5  2402.8   671.8   531.3     0.0
            V      86.9   143.1   191.3   239.5   273.8   276.3   285.7
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   101.8   146.8   192.8   239.6   273.8   276.3   285.7
            M    6266.6  5563.1  4271.9  2372.6   668.0   528.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               50.5             50.5
Deck+Haunch            54.8             54.8
Diaphragm               0.2              0.3
DL-Prec.(DC)            7.3              7.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           88.8             88.8
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    2.97   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   115.5   146.1   523.4   956.7  1266.3  1452.0  1513.9
(Max)       V      50.5    48.5    48.0    40.8    30.6    20.4    10.2     0.0
DL-Prec.  : M       0.0    16.7    21.1    75.7   138.5   183.3   210.1   219.1
DC(Max)     V       7.3     7.0     6.9     5.9     4.4     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   125.5   158.7   568.7  1039.5  1375.8  1577.6  1644.8
Haunch (Max)V      54.8    52.7    52.1    44.3    33.3    22.2    11.1     0.0
Diaphragm : M       0.0     0.6     0.7     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    40.7    51.4   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    16.9    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    22.4    28.4   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.3     7.9     5.9     4.0     2.0     0.0
LL + I    : M+      0.0   167.9   212.2   757.0  1373.1  1799.2  2053.2  2124.8
            V     116.2   113.1   112.2   100.7    84.8    68.9    46.7    30.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.2   113.1   112.2   100.8    86.0    71.9    58.6    45.9
            M       0.0   165.7   209.2   732.8  1287.0  1629.8  1777.5  1746.4
Total     : M+      0.0   489.4   618.8  2213.6  4036.2  5325.0  6097.9  6344.4
            V     256.7   248.0   245.7   214.3   170.1   125.8    75.2    31.0
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   256.7   248.0   245.7   214.4   171.3   128.9    87.2    46.2
            M       0.0   487.1   615.7  2189.4  3950.1  5155.6  5822.2  5966.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.03  117.67  120.00
Self wt.  : M    1452.0  1266.3   956.7   523.4   146.1   115.5     0.0
(Max)       V      10.2    20.4    30.6    40.8    48.0    48.5    50.5
DL-Prec.  : M     210.1   183.3   138.5    75.7    21.1    16.7     0.0
DC(Max)     V       1.5     3.0     4.4     5.9     6.9     7.0     7.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1577.6  1375.8  1039.5   568.7   158.7   125.5     0.0
Haunch (Max)V      11.1    22.2    33.3    44.3    52.1    52.7    54.8
Diaphragm : M      12.0     8.9     5.9     2.9     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     511.0   445.7   336.7   184.2    51.4    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    16.9    17.1    17.8
DL-Comp   : M     282.0   245.9   185.8   101.6    28.4    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.3     9.4     9.8
LL + I    : M+   2053.2  1799.2  1373.1   757.0   212.2   167.9     0.0
            V      46.7    68.9    84.8   100.7   112.2   113.1   116.2
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    58.6    71.9    86.0   100.8   112.2   113.1   116.2
            M    1777.5  1629.8  1287.0   732.8   209.2   165.7    -0.0
Total     : M+   6097.9  5325.0  4036.2  2213.5   618.8   489.4     0.0
            V      75.2   125.8   170.1   214.3   245.7   248.0   256.7
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    87.2   128.9   171.3   214.4   245.7   248.0   256.7
            M    5822.2  5155.6  3950.1  2189.4   615.7   487.1    -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    2.97   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   144.4   182.6   654.2  1195.9  1582.8  1815.0  1892.3
(Max)       V      63.1    60.6    60.0    51.0    38.3    25.5    12.8     0.0
Self wt.  : M       0.0   104.0   131.5   471.1   861.1  1139.6  1306.8  1362.5
(Min)       V      45.4    43.6    43.2    36.7    27.6    18.4     9.2     0.0
DL-Prec.  : M       0.0    20.9    26.4    94.7   173.1   229.1   262.7   273.9
DC(Max)     V       9.1     8.8     8.7     7.4     5.5     3.7     1.8     0.0
DL-Prec.  : M       0.0    15.0    19.0    68.2   124.6   164.9   189.1   197.2
DC(Min)     V       6.6     6.3     6.2     5.3     4.0     2.7     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   156.9   198.4   710.8  1299.4  1719.8  1972.0  2056.1
Haunch (Max)V      68.5    65.9    65.1    55.4    41.6    27.7    13.9     0.0
Deck +    : M       0.0   113.0   142.9   511.8   935.6  1238.2  1419.8  1480.4
Haunch (Min)V      49.3    47.4    46.9    39.9    29.9    20.0    10.0     0.0
Diaphragm : M       0.0     0.7     0.9     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     0.7     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    50.8    64.3   230.3   420.9   557.1   638.8   666.0
DC(Max)     V      22.2    21.3    21.1    18.0    13.5     9.0     4.5     0.0
DL-Comp   : M       0.0    36.6    46.3   165.8   303.0   401.1   459.9   479.5
DC(Min)     V      16.0    15.4    15.2    12.9     9.7     6.5     3.2     0.0
DL-Comp   : M       0.0    33.7    42.6   152.5   278.7   368.9   423.0   441.0
DW(Max)     V      14.7    14.1    14.0    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    14.6    18.4    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   367.3   464.3  1655.9  3003.7  3935.8  4491.4  4648.0
            V     254.3   247.4   245.5   220.3   185.5   150.7   102.1    67.3
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   254.3   247.4   245.5   220.4   188.1   157.3   128.1   100.4
            M       0.0   362.4   457.6  1603.0  2815.3  3565.2  3888.4  3820.2
Total     : M+      0.0   774.7   979.6  3502.0  6379.0  8404.6  9617.7  9996.1
            V     432.2   418.4   414.7   364.3   293.6   222.9   138.3    67.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   432.2   418.4   414.7   364.4   296.2   229.5   164.3   100.7
            M       0.0   769.9   972.9  3449.1  6190.7  8034.0  9014.7  9168.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.03  117.67  120.00
Self wt.  : M    1815.0  1582.8  1195.9   654.2   182.6   144.4     0.0
(Max)       V      12.8    25.5    38.3    51.0    60.0    60.6    63.1
Self wt.  : M    1306.8  1139.6   861.1   471.1   131.5   104.0     0.0
(Min)       V       9.2    18.4    27.6    36.7    43.2    43.6    45.4
DL-Prec.  : M     262.7   229.1   173.1    94.7    26.4    20.9     0.0
DC(Max)     V       1.8     3.7     5.5     7.4     8.7     8.8     9.1
DL-Prec.  : M     189.1   164.9   124.6    68.2    19.0    15.0     0.0
DC(Min)     V       1.3     2.7     4.0     5.3     6.2     6.3     6.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1972.0  1719.8  1299.4   710.8   198.4   156.9     0.0
Haunch (Max)V      13.9    27.7    41.6    55.4    65.1    65.9    68.5
Deck +    : M    1419.8  1238.2   935.6   511.8   142.9   113.0     0.0
Haunch (Min)V      10.0    20.0    29.9    39.9    46.9    47.4    49.3
Diaphragm : M      15.0    11.2     7.4     3.6     0.9     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     0.7     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     638.8   557.1   420.9   230.3    64.3    50.8     0.0
DC(Max)     V       4.5     9.0    13.5    18.0    21.1    21.3    22.2
DL-Comp   : M     459.9   401.1   303.0   165.8    46.3    36.6     0.0
DC(Min)     V       3.2     6.5     9.7    12.9    15.2    15.4    16.0
DL-Comp   : M     423.0   368.9   278.7   152.5    42.6    33.7     0.0
DW(Max)     V       3.0     5.9     8.9    11.9    14.0    14.1    14.7
DL-Comp   : M     183.3   159.8   120.8    66.1    18.4    14.6     0.0
DW(Min)     V       1.3     2.6     3.9     5.2     6.1     6.1     6.4
LL + I    : M+   4491.4  3935.8  3003.7  1655.9   464.3   367.3     0.0
            V     102.1   150.7   185.5   220.3   245.5   247.4   254.3
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   128.1   157.3   188.1   220.4   245.5   247.4   254.3
            M    3888.4  3565.2  2815.3  1603.0   457.6   362.4    -0.0
Total     : M+   9617.7  8404.6  6379.0  3502.0   979.6   774.7     0.0
            V     138.3   222.9   293.6   364.3   414.7   418.4   432.2
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   164.3   229.5   296.2   364.4   414.7   418.4   432.2
            M    9014.7  8034.0  6190.7  3449.1   972.9   769.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               63.1             63.1
Deck+Haunch            68.5             68.5
Diaphragm               0.3              0.3
DL-Prec.(DC)            9.1              9.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          111.0            111.0
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    2.97   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   115.5   146.1   523.4   956.7  1266.3  1452.0  1513.9
(Max)       V      50.5    48.5    48.0    40.8    30.6    20.4    10.2     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    16.7    21.1    75.7   138.5   183.3   210.1   219.1
DC(Max)     V       7.3     7.0     6.9     5.9     4.4     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   125.5   158.7   568.7  1039.5  1375.8  1577.6  1644.8
Haunch (Max)V      54.8    52.7    52.1    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     0.7     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    40.7    51.4   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    16.9    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    22.4    28.4   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.3     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   137.5   173.7   613.7  1094.1  1429.1  1607.9  1613.3
            V     112.7   110.0   109.3    99.5    86.2    65.2    51.9    38.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.7   110.0   109.3    99.5    86.2    72.9    59.6    46.3
            M       0.0   137.5   173.7   613.7  1094.1  1401.0  1534.3  1494.0
Total     : M+      0.0   459.0   580.3  2070.2  3757.2  4954.9  5652.6  5832.9
            V     253.1   245.0   242.8   213.1   171.4   122.2    80.5    38.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   253.1   245.0   242.8   213.1   171.4   129.8    88.2    46.5
            M       0.0   459.0   580.3  2070.2  3757.2  4926.8  5578.9  5713.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.03  117.67  120.00
Self wt.  : M    1452.0  1266.3   956.7   523.4   146.1   115.5     0.0
(Max)       V      10.2    20.4    30.6    40.8    48.0    48.5    50.5
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     210.1   183.3   138.5    75.7    21.1    16.7     0.0
DC(Max)     V       1.5     3.0     4.4     5.9     6.9     7.0     7.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1577.6  1375.8  1039.5   568.7   158.7   125.5     0.0
Haunch (Max)V      11.1    22.2    33.3    44.3    52.1    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     0.7     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     511.0   445.7   336.7   184.2    51.4    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    16.9    17.1    17.8
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    28.4    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.3     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+   1607.9  1429.1  1094.1   613.7   173.7   137.5     0.0
            V      51.9    65.2    86.2    99.5   109.3   110.0   112.7
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    59.6    72.9    86.2    99.5   109.3   110.0   112.7
            M    1534.3  1401.0  1094.1   613.7   173.7   137.5     0.0
Total     : M+   5652.6  4954.9  3757.2  2070.2   580.3   459.0     0.0
            V      80.5   122.2   171.4   213.1   242.8   245.0   253.1
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    88.2   129.8   171.4   213.1   242.8   245.0   253.1
            M    5578.9  4926.8  3757.2  2070.2   580.3   459.0     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.13   24.27   36.40   48.53   60.67   42.47
 
Beam-Self
Precast-top    0.145   0.540   0.955   1.244   1.415   1.474   1.343 
Bottom        -0.117  -0.430  -0.753  -0.971  -1.100  -1.145  -1.047 
 
Prestress
Precast-top    0.100  -0.186  -0.560  -0.925  -1.103  -1.103  -1.103 
Bottom         3.352   3.570   3.848   4.114   4.242   4.242   4.242 
 
Total
Precast-top    0.245   0.354   0.395   0.319   0.312   0.371   0.240 
Bottom         3.236   3.139   3.095   3.143   3.142   3.096   3.195 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.79 %)
             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    2.97   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   0.015   0.019   0.070   0.127   0.166   0.190   0.198 
Precast-top    0.035   0.349   0.402   1.028   1.677   2.041   2.291   2.432 
Bottom         0.664   2.655   2.606   2.022   1.417   1.072   0.843   0.721 
 

 
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    0.145   0.540   0.955   1.244   1.415   1.474   1.343 
Bottom        -0.117  -0.430  -0.753  -0.971  -1.100  -1.145  -1.047 
 
Prestress
Precast-top    0.100  -0.186  -0.560  -0.925  -1.103  -1.103  -1.103 
Bottom         3.352   3.570   3.848   4.114   4.242   4.242   4.242 
 
Total
Precast-top    0.245   0.354   0.395   0.319   0.312   0.371   0.240 
Bottom         3.236   3.139   3.095   3.143   3.142   3.096   3.195 
 
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 = 13.79 %)
             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    2.97   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    2.97   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   0.041   0.052   0.184   0.328   0.427   0.481   0.486 
Precast-top    0.017   0.200   0.233   0.627   1.040   1.283   1.440   1.511 
Bottom         0.332   1.254   1.211   0.687   0.137  -0.203  -0.405  -0.469 
 

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
    432.2    6.5   67.4    0.929   6.6   6.00e-3 50.0    444.3     1.581    3.520      0.00
      0.0    0.8   67.0     41.9 0.181      29.4 0.87    12.00     0.101    1.373 
Transfer:   3.00
    418.4    6.5   67.4    4.192  29.8  -0.00e-3 29.0    276.4     0.467    1.760      0.00
    769.9    3.7   65.5    189.0 0.170     158.7 4.81    12.00     0.101    1.438 
Critical:   6.10
    400.0    6.5   67.4    4.997  29.8  -0.05e-3 28.8    250.9     0.424    1.760      0.00
   1697.1    4.4   65.2    189.0 0.163     163.8 4.99    12.00     0.101    1.497 
0.1L    :  12.13
    364.4    6.5   67.4    6.510  29.8  -0.06e-3 28.8    211.5     0.360    0.620      0.00
   3449.1    5.7   64.5    189.0 0.149     163.6 5.04    12.00     0.101    1.377 
0.2L    :  24.27
    296.2    6.5   62.5    8.246  29.8  -0.01e-3 29.0    154.1     0.286    0.496      0.00
   6190.7    5.7   59.6    189.0 0.129     145.2 4.84    12.00     0.101    1.343 
0.3L    :  36.40
    229.5    6.5   65.6    8.246  29.8   0.76e-3 31.7    128.7     0.253    0.496      0.00
   8034.0    5.7   62.7    189.0 0.092      96.5 3.06    24.00     0.101    1.485 
0.4L    :  48.53
    164.3    6.5   67.1    8.246   0.0   1.23e-3 33.3    101.8     0.208    0.413      0.00
   9014.7    5.7   64.3    189.0 0.073      80.8 2.50    24.00     0.101    1.550 
0.5L    :  60.67
    100.7    6.5   67.1    8.246   0.0   1.08e-3 32.8     26.1     0.101    0.413      0.00
   9168.3    5.7   64.3    189.0 0.045      85.8 2.65    24.00     0.101    2.610 
0.6L    :  72.80
    164.3    6.5   67.1    8.246   0.0   1.23e-3 33.3    101.8     0.208    0.413      0.00
   9014.7    5.7   64.3    189.0 0.073      80.8 2.50    24.00     0.101    1.550 
0.7L    :  84.93
    229.5    6.5   65.6    8.246  29.8   0.76e-3 31.7    128.7     0.253    0.496      0.00
   8034.0    5.7   62.7    189.0 0.092      96.5 3.06    24.00     0.101    1.485 
0.8L    :  97.06
    296.2    6.5   62.5    8.246  29.8  -0.01e-3 29.0    154.1     0.286    0.620      0.00
   6190.7    5.7   59.6    189.0 0.129     145.2 4.84    12.00     0.101    1.546 
0.9L    : 109.20
    364.4    6.5   67.4    6.510  29.8  -0.06e-3 28.8    211.5     0.360    0.620      0.00
   3449.1    5.7   64.5    189.0 0.149     163.6 5.04    12.00     0.101    1.377 
Critical: 115.23
    400.0    6.5   67.4    4.997  29.8  -0.05e-3 28.8    250.9     0.424    1.760      0.00
   1697.1    4.4   65.2    189.0 0.163     163.8 4.99    12.00     0.101    1.497 
Transfer: 118.33
    418.4    6.5   67.4    4.192  29.8  -0.00e-3 29.0    276.4     0.467    1.760      0.00
    769.9    3.7   65.5    189.0 0.170     158.7 4.81    12.00     0.101    1.438 
Bearing : 120.67
    432.2    6.5   67.4    0.929   6.6   6.00e-3 50.0    444.3     1.581    3.520      0.00
      0.0    0.8   67.0     41.9 0.181      29.4 0.87    12.00     0.101    1.373 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1616.38
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    3.23
 
 
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
    432.2      7.17     67.38    0.84       66.96    24.00      0.300      1.641      0.000      3.520 
Transfer:      2.33
    418.4      7.10     67.38    3.72       65.52    24.00      0.300      1.615      0.000      1.760 
Critical:      5.43
    400.1      6.82     67.38    4.40       65.18    24.00      0.300      1.524      0.000      1.760 
0.1L    :     11.47
    364.4      6.28     67.38    5.71       64.53    24.00      0.300      1.342      0.000      0.620 
0.2L    :     23.60
    296.2      5.52     62.45    5.72       59.59    24.00      0.300      1.091      0.000      0.496 
0.3L    :     35.73
    229.5      4.07     65.58    5.73       62.72    24.00      0.300      0.605      0.000      0.496 
0.4L    :     47.87
    164.3      2.84     67.14    5.73       64.28    24.00      0.300      0.197      0.000      0.413 
0.5L    :     60.00
    100.7      1.74     67.14    5.73       64.28    24.00      0.300      0.000      0.000      0.413 
0.6L    :     72.13
    164.3      2.84     67.14    5.73       64.28    24.00      0.300      0.197      0.000      0.413 
0.7L    :     84.27
    229.5      4.07     65.58    5.73       62.72    24.00      0.300      0.605      0.000      0.496 
0.8L    :     96.40
    296.2      5.52     62.45    5.72       59.59    24.00      0.300      1.091      0.000      0.620 
0.9L    :    108.53
    364.4      6.28     67.38    5.71       64.53    24.00      0.300      1.342      0.000      0.620 
Critical:    114.57
    400.1      6.82     67.38    4.40       65.18    24.00      0.300      1.524      0.000      1.760 
Transfer:    117.67
    418.4      7.10     67.38    3.72       65.52    24.00      0.300      1.615      0.000      1.760 
Bearing :    120.00
    432.2      7.17     67.38    0.84       66.96    24.00      0.300      1.641      0.000      3.520 
 

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      :       1.542  1.80      2.776  2.20      3.393
Self Wt.       :      -0.626  1.85     -1.158  2.40     -1.502
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.916            1.618            1.890
 
At 0.2 x L = 23.60 ft
Prestress      :       2.774  1.80      4.993  2.20      6.102
Self Wt.       :      -1.172  1.85     -2.169  2.40     -2.813
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          :       1.601            2.824            3.289
 
At 0.3 x L = 35.73 ft
Prestress      :       3.651  1.80      6.571  2.20      8.031
Self Wt.       :      -1.586  1.85     -2.933  2.40     -3.806
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          :       2.065            3.638            4.226
 
At 0.4 x L = 47.87 ft
Prestress      :       4.182  1.80      7.527  2.20      9.200
Self Wt.       :      -1.845  1.85     -3.413  2.40     -4.428
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          :       2.337            4.114            4.772
 
At 0.5 x L = 60.00 ft
Prestress      :       4.372  1.80      7.869  2.20      9.617
Self Wt.       :      -1.937  1.85     -3.584  2.40     -4.649
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          :       2.434            4.285            4.968
 
At 0.6 x L = 72.13 ft
Prestress      :       4.182  1.80      7.527  2.20      9.200
Self Wt.       :      -1.845  1.85     -3.413  2.40     -4.428
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          :       2.337            4.114            4.772
 
At 0.7 x L = 84.27 ft
Prestress      :       3.651  1.80      6.571  2.20      8.031
Self Wt.       :      -1.586  1.85     -2.933  2.40     -3.806
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          :       2.065            3.638            4.226
 
At 0.8 x L = 96.40 ft
Prestress      :       2.774  1.80      4.993  2.20      6.102
Self Wt.       :      -1.172  1.85     -2.169  2.40     -2.813
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          :       1.601            2.824            3.289
 
At 0.9 x L = 108.53 ft
Prestress      :       1.542  1.80      2.776  2.20      3.393
Self Wt.       :      -0.626  1.85     -1.158  2.40     -1.502
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.916            1.618            1.890
 

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
   774.7    57.0  5.310  264.2    4.4   3.72   6443.5  0.045T 1.00       -       -     -     -  
H/2     :   2.97
   979.6    57.1  5.518  264.0    4.5   3.86   6700.8  0.043T 1.00       -       -     -     -  
0.1L    :  11.47
  3502.0    59.3  8.246  261.4    6.7   5.71  10144.7  0.028T 1.00       -       -     -     -  
0.2L    :  23.60
  6379.0    62.5  8.246  261.9    6.7   5.72  10722.8  0.028T 1.00    826.0   826.0   12.98    -  
0.3L    :  35.73
  8404.6    65.6  8.246  262.2    6.7   5.73  11301.1  0.028T 1.00    557.3   557.3   20.28    -  
0.4L    :  47.87
  9617.7    67.1  8.246  262.4    6.7   5.73  11590.4  0.028T 1.00    399.1   399.1   29.04    -  
0.5L    :  60.00
  9996.1    67.1  8.246  262.4    6.7   5.73  11590.4  0.028T 1.00    336.9   336.9   34.40    -  
0.6L    :  72.13
  9617.7    67.1  8.246  262.4    6.7   5.73  11590.4  0.028T 1.00    399.1   399.1   29.04    -  
0.7L    :  84.27
  8404.6    65.6  8.246  262.2    6.7   5.73  11301.1  0.028T 1.00    557.3   557.3   20.28    -  
0.8L    :  96.40
  6379.0    62.5  8.246  261.9    6.7   5.72  10722.8  0.028T 1.00    826.0   826.0   12.98    -  
0.9L    : 108.53
  3502.0    59.3  8.246  261.4    6.7   5.71  10144.7  0.028T 1.00   1239.6  1239.6    8.18    -  
H/2     : 117.03
   979.6    57.1  5.518  264.0    4.5   3.86   6700.8  0.043T 1.00       -       -     -     -  
Transfer: 117.67
   774.7    57.0  5.310  264.2    4.4   3.72   6443.5  0.045T 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 1-19; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.066
        M   2.00 Fb     0.128
 
  2   2 E  60.00 Ft     0.361
        M   8.00 Fb     0.071
 
  3   2 E  58.00 Ft     0.643
        M   6.00 Fb     0.026
 
  4   2 E  56.00 Ft     0.911
        M   4.00 Fb    -0.008
 
  5   2 E  54.00 Ft     1.165
        M   2.00 Fb    -0.031
 
  6   2 E   6.00 Ft     1.113
        M   6.00 Fb     0.191
 
  7   2 E   6.00 Ft     1.061
        M   6.00 Fb     0.413
 
  8   2 E   6.00 Ft     1.009
        M   6.00 Fb     0.636
 
  9   2 E   6.00 Ft     0.957
        M   6.00 Fb     0.858
 
 10   2 E   6.00 Ft     0.905
        M   6.00 Fb     1.080
 
 11   2 E   4.00 Ft     0.840
        M   4.00 Fb     1.314
 
 12   2 E   4.00 Ft     0.774
        M   4.00 Fb     1.547
 
 13   2 E   4.00 Ft     0.708
        M   4.00 Fb     1.780
 
 14   2 E   4.00 Ft     0.643
        M   4.00 Fb     2.013
 
 15   2 E   2.00 Ft     0.563
        M   2.00 Fb     2.258
 
 16   2 E   2.00 Ft     0.484
        M   2.00 Fb     2.502
 
 17   2 E   2.00 Ft     0.404
        M   2.00 Fb     2.747
 
 18   2 E   2.00 Ft     0.325
        M   2.00 Fb     2.991
 
 19   2 E   2.00 Ft     0.245
        M   2.00 Fb     3.236
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTE         
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:  38
No. of strands, Draped:   8           No. of strands, Straight:  30
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  8.05 %               Final losses: 14.19 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       3.236     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.245       Trans
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 11590.38     9996.05     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   0.198     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   2.432     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   2.655    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.000     Bearing
    Pre.Bot:  -0.465  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.511     Midspan
    Pre.Bot:                                                             2.400   1.254    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      :       4.372  1.80      7.869  2.20      9.617
Self Wt.       :      -1.937  1.85     -3.584  2.40     -4.649
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          :       2.434            4.285            4.968
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  3.50 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  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    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.712   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.911   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.004   (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                  =        807.4 in2           1483.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           972635 in4#
Ht. of c.g.           =        28.75 in             46.31 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1645.9 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    11.47    23.60    35.73    47.87    60.00
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    816.6    848.7    848.7    848.7    848.7    848.7    848.7    848.7
  Yb      ,  in    28.59    28.05    28.04    27.93    27.78    27.63    27.55    27.55
  MI(Ixx) , in4   424533   431026   431213   433924   438449   443743   446678   446678
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1492.1   1523.2   1523.2   1523.2   1523.2   1523.2   1523.2   1523.2
  Yb      ,  in    46.12    45.47    45.46    45.41    45.32    45.24    45.20    45.20
  MI(Ixx) , in4   981328  1012536  1012944  1018617  1027364  1036871  1041910  1041910

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  38 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 42.47 ft from member end )
END PATTERN (Ycg = 15.05 in):
    12 @  2.000 in     8 @  4.000 in    10 @  6.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.11 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     8 @  4.000 in    10 @  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     =    8.25 in2      Initial Pull          =     1616.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.904 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.880 ft
Holddown Force        =  34.545 kips     Beam Shrtng (PL/AE)   =      0.585 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)       
---------------------------------------------------------------------------------------
      4614.068         740 3414.411     25.196 102043.805  1621.689     768.011        
 
 
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       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     20.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.4167     36.6699    Yes
      2      US#5[M16]       60.00        0.62      18.00      36.6670     84.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      84.6601     95.9101    Yes
      2      US#5[M16]       60.00        0.62      12.00      95.9101    109.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     109.9134    114.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     114.4134    114.9551    Yes
      2      US#6[M19]       60.00        0.88       6.00     114.9551    119.9551    Yes
      2      US#6[M19]       60.00        0.88       3.00     119.9551    120.2051    Yes
      2      US#6[M19]       60.00        0.88       3.00     120.2051    120.4551     No
      2      US#6[M19]       60.00        0.88       3.00     120.4551    120.7051    Yes
      2      US#6[M19]       60.00        0.88       3.00     120.7051    120.9551     No
      2      US#6[M19]       60.00        0.88       3.00     120.9551    121.2051    Yes
      2      US#6[M19]       60.00        0.88       1.50     121.2001    121.3301     No
 
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 121.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 8.2460 in2       Ycg =  4.11 in
         P_init    =     1616.4 kips  Ecc = 24.64 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.79 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.625 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.10 ksi    0.00 ksi
    due to Composite Loads                                 -2.29 ksi    0.00 ksi
    due to Live Loads                                      -6.47 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.40 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.79 ksi  ( 8.05 %)            12.18 ksi ( 6.21 %)
Total Prestress Losses                                    27.97 ksi (14.27 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.1 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    2.97   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   115.5   146.1   523.4   956.7  1266.3  1452.0  1513.9
(Max)       V      50.5    48.5    48.0    40.8    30.6    20.4    10.2     0.0
DL-Prec.  : M       0.0    15.3    19.3    69.2   126.5   167.4   191.9   200.1
DC(Max)     V       6.7     6.4     6.3     5.4     4.0     2.7     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   110.6   139.8   500.9   915.5  1211.7  1389.4  1448.7
Haunch (Max)V      48.3    46.4    45.9    39.1    29.3    19.5     9.8     0.0
Diaphragm : M       0.0     0.3     0.4     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    40.7    51.4   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    16.9    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    22.4    28.4   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.3     7.9     5.9     4.0     2.0     0.0
LL + I    : M+      0.0   230.9   291.9  1041.0  1888.3  2474.3  2823.6  2922.1
            V     127.2   123.8   122.8   110.2    92.8    75.4    51.1    33.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   127.2   123.8   122.8   110.3    94.1    78.7    64.1    50.2
            M       0.0   227.8   287.7  1007.8  1769.9  2241.4  2444.5  2401.7
Total     : M+      0.0   535.7   677.3  2421.8  4412.5  5815.7  6655.9  6919.0
            V     260.3   251.7   249.4   217.9   173.6   129.3    78.1    33.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   260.3   251.7   249.4   218.0   174.9   132.6    91.1    50.4
            M       0.0   532.6   673.1  2388.5  4294.1  5582.7  6276.8  6398.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.03  117.67  120.00
Self wt.  : M    1452.0  1266.3   956.7   523.4   146.1   115.5     0.0
(Max)       V      10.2    20.4    30.6    40.8    48.0    48.5    50.5
DL-Prec.  : M     191.9   167.4   126.5    69.2    19.3    15.3     0.0
DC(Max)     V       1.3     2.7     4.0     5.4     6.3     6.4     6.7
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   139.8   110.6     0.0
Haunch (Max)V       9.8    19.5    29.3    39.1    45.9    46.4    48.3
Diaphragm : M       6.0     4.5     3.0     1.4     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     511.0   445.7   336.7   184.2    51.4    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    16.9    17.1    17.8
DL-Comp   : M     282.0   245.9   185.8   101.6    28.4    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.3     9.4     9.8
LL + I    : M+   2823.6  2474.3  1888.3  1041.0   291.9   230.9     0.0
            V      51.1    75.4    92.8   110.2   122.8   123.8   127.2
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    64.1    78.7    94.1   110.3   122.8   123.8   127.2
            M    2444.5  2241.4  1769.9  1007.8   287.7   227.8    -0.0
Total     : M+   6655.9  5815.7  4412.5  2421.8   677.3   535.7     0.0
            V      78.1   129.3   173.6   217.9   249.4   251.7   260.3
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    91.1   132.6   174.9   218.0   249.4   251.7   260.3
            M    6276.8  5582.7  4294.1  2388.5   673.1   532.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               50.5             50.5
Deck+Haunch            48.3             48.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            6.7              6.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           88.8             88.8
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    2.97   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   115.5   146.1   523.4   956.7  1266.3  1452.0  1513.9
(Max)       V      50.5    48.5    48.0    40.8    30.6    20.4    10.2     0.0
DL-Prec.  : M       0.0    15.3    19.3    69.2   126.5   167.4   191.9   200.1
DC(Max)     V       6.7     6.4     6.3     5.4     4.0     2.7     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   110.6   139.8   500.9   915.5  1211.7  1389.4  1448.7
Haunch (Max)V      48.3    46.4    45.9    39.1    29.3    19.5     9.8     0.0
Diaphragm : M       0.0     0.3     0.4     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    40.7    51.4   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    16.9    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    22.4    28.4   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.3     7.9     5.9     4.0     2.0     0.0
LL + I    : M+      0.0   184.7   233.5   832.8  1510.7  1979.5  2258.9  2337.7
            V     101.8    99.0    98.3    88.2    74.3    60.3    40.9    26.9
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   101.8    99.0    98.3    88.2    75.3    63.0    51.3    40.2
            M       0.0   182.3   230.1   806.2  1415.9  1793.1  1955.6  1921.3
Total     : M+      0.0   489.5   618.9  2213.6  4034.9  5320.9  6091.2  6334.6
            V     234.9   226.9   224.8   195.9   155.1   114.2    67.9    27.0
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   234.9   227.0   224.8   195.9   156.1   116.9    78.3    40.3
            M       0.0   487.0   615.5  2186.9  3940.1  5134.5  5787.9  5918.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.03  117.67  120.00
Self wt.  : M    1452.0  1266.3   956.7   523.4   146.1   115.5     0.0
(Max)       V      10.2    20.4    30.6    40.8    48.0    48.5    50.5
DL-Prec.  : M     191.9   167.4   126.5    69.2    19.3    15.3     0.0
DC(Max)     V       1.3     2.7     4.0     5.4     6.3     6.4     6.7
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   139.8   110.6     0.0
Haunch (Max)V       9.8    19.5    29.3    39.1    45.9    46.4    48.3
Diaphragm : M       6.0     4.5     3.0     1.4     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     511.0   445.7   336.7   184.2    51.4    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    16.9    17.1    17.8
DL-Comp   : M     282.0   245.9   185.8   101.6    28.4    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.3     9.4     9.8
LL + I    : M+   2258.9  1979.5  1510.7   832.8   233.5   184.7     0.0
            V      40.9    60.3    74.3    88.2    98.3    99.0   101.8
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    51.3    63.0    75.3    88.2    98.3    99.0   101.8
            M    1955.6  1793.1  1415.9   806.2   230.1   182.3    -0.0
Total     : M+   6091.2  5320.9  4034.9  2213.6   618.9   489.5     0.0
            V      67.9   114.2   155.1   195.9   224.8   226.9   234.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    78.3   116.9   156.1   195.9   224.8   227.0   234.9
            M    5787.9  5134.5  3940.1  2186.9   615.5   487.0    -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    2.97   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   144.4   182.6   654.2  1195.9  1582.8  1815.0  1892.3
(Max)       V      63.1    60.6    60.0    51.0    38.3    25.5    12.8     0.0
Self wt.  : M       0.0   104.0   131.5   471.1   861.1  1139.6  1306.8  1362.5
(Min)       V      45.4    43.6    43.2    36.7    27.6    18.4     9.2     0.0
DL-Prec.  : M       0.0    19.1    24.1    86.5   158.1   209.2   239.9   250.1
DC(Max)     V       8.3     8.0     7.9     6.7     5.1     3.4     1.7     0.0
DL-Prec.  : M       0.0    13.7    17.4    62.3   113.8   150.6   172.7   180.1
DC(Min)     V       6.0     5.8     5.7     4.9     3.6     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   174.8   626.1  1144.4  1514.6  1736.8  1810.8
Haunch (Max)V      60.4    58.0    57.4    48.8    36.6    24.4    12.2     0.0
Deck +    : M       0.0    99.5   125.8   450.8   824.0  1090.5  1250.5  1303.8
Haunch (Min)V      43.5    41.8    41.3    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.4     0.5     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    50.8    64.3   230.3   420.9   557.1   638.8   666.0
DC(Max)     V      22.2    21.3    21.1    18.0    13.5     9.0     4.5     0.0
DL-Comp   : M       0.0    36.6    46.3   165.8   303.0   401.1   459.9   479.5
DC(Min)     V      16.0    15.4    15.2    12.9     9.7     6.5     3.2     0.0
DL-Comp   : M       0.0    33.7    42.6   152.5   278.7   368.9   423.0   441.0
DW(Max)     V      14.7    14.1    14.0    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    14.6    18.4    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   510.8  1821.8  3304.6  4330.1  4941.3  5113.6
            V     222.7   216.6   215.0   192.9   162.5   132.0    89.4    58.9
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   222.7   216.6   215.0   193.0   164.7   137.8   112.2    87.9
            M       0.0   398.7   503.4  1763.6  3097.3  3922.4  4277.9  4202.9
Total     : M+      0.0   790.6   999.6  3573.1  6506.3  8568.3  9802.2 10183.3
            V     391.5   378.9   375.4   329.5   264.9   200.4   123.6    59.0
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   391.5   378.9   375.5   329.6   267.2   206.1   146.4    88.1
            M       0.0   785.3   992.3  3514.9  6299.0  8160.6  9138.7  9272.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.03  117.67  120.00
Self wt.  : M    1815.0  1582.8  1195.9   654.2   182.6   144.4     0.0
(Max)       V      12.8    25.5    38.3    51.0    60.0    60.6    63.1
Self wt.  : M    1306.8  1139.6   861.1   471.1   131.5   104.0     0.0
(Min)       V       9.2    18.4    27.6    36.7    43.2    43.6    45.4
DL-Prec.  : M     239.9   209.2   158.1    86.5    24.1    19.1     0.0
DC(Max)     V       1.7     3.4     5.1     6.7     7.9     8.0     8.3
DL-Prec.  : M     172.7   150.6   113.8    62.3    17.4    13.7     0.0
DC(Min)     V       1.2     2.4     3.6     4.9     5.7     5.8     6.0
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    1736.8  1514.6  1144.4   626.1   174.8   138.2     0.0
Haunch (Max)V      12.2    24.4    36.6    48.8    57.4    58.0    60.4
Deck +    : M    1250.5  1090.5   824.0   450.8   125.8    99.5     0.0
Haunch (Min)V       8.8    17.6    26.4    35.2    41.3    41.8    43.5
Diaphragm : M       7.5     5.6     3.7     1.8     0.5     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     638.8   557.1   420.9   230.3    64.3    50.8     0.0
DC(Max)     V       4.5     9.0    13.5    18.0    21.1    21.3    22.2
DL-Comp   : M     459.9   401.1   303.0   165.8    46.3    36.6     0.0
DC(Min)     V       3.2     6.5     9.7    12.9    15.2    15.4    16.0
DL-Comp   : M     423.0   368.9   278.7   152.5    42.6    33.7     0.0
DW(Max)     V       3.0     5.9     8.9    11.9    14.0    14.1    14.7
DL-Comp   : M     183.3   159.8   120.8    66.1    18.4    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   510.8   404.1     0.0
            V      89.4   132.0   162.5   192.9   215.0   216.6   222.7
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   112.2   137.8   164.7   193.0   215.0   216.6   222.7
            M    4277.9  3922.4  3097.3  1763.6   503.4   398.7    -0.0
Total     : M+   9802.2  8568.3  6506.3  3573.1   999.6   790.6     0.0
            V     123.6   200.4   264.9   329.5   375.4   378.9   391.5
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   146.4   206.1   267.2   329.6   375.5   378.9   391.5
            M    9138.7  8160.6  6299.0  3514.9   992.3   785.3    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               63.1             63.1
Deck+Haunch            60.4             60.4
Diaphragm               0.2              0.2
DL-Prec.(DC)            8.3              8.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          111.0            111.0
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    2.97   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   115.5   146.1   523.4   956.7  1266.3  1452.0  1513.9
(Max)       V      50.5    48.5    48.0    40.8    30.6    20.4    10.2     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    15.3    19.3    69.2   126.5   167.4   191.9   200.1
DC(Max)     V       6.7     6.4     6.3     5.4     4.0     2.7     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   139.8   500.9   915.5  1211.7  1389.4  1448.7
Haunch (Max)V      48.3    46.4    45.9    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     0.4     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    40.7    51.4   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    16.9    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    22.4    28.4   101.6   185.8   245.9   282.0   294.0
DW(Max)     V       9.8     9.4     9.3     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   281.6   994.6  1773.3  2316.3  2606.2  2614.8
            V     123.4   120.4   119.6   108.8    94.3    71.4    56.8    42.3
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   123.4   120.4   119.6   108.8    94.3    79.8    65.2    50.7
            M       0.0   222.9   281.6   994.6  1773.3  2270.7  2486.8  2421.6
Total     : M+      0.0   527.7   667.0  2375.3  4297.5  5657.7  6438.5  6611.7
            V     256.5   248.4   246.2   216.5   175.1   125.3    83.9    42.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   256.5   248.4   246.2   216.5   175.1   133.7    92.2    50.8
            M       0.0   527.7   667.0  2375.3  4297.5  5612.1  6319.1  6418.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.03  117.67  120.00
Self wt.  : M    1452.0  1266.3   956.7   523.4   146.1   115.5     0.0
(Max)       V      10.2    20.4    30.6    40.8    48.0    48.5    50.5
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     191.9   167.4   126.5    69.2    19.3    15.3     0.0
DC(Max)     V       1.3     2.7     4.0     5.4     6.3     6.4     6.7
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   139.8   110.6     0.0
Haunch (Max)V       9.8    19.5    29.3    39.1    45.9    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     0.4     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     511.0   445.7   336.7   184.2    51.4    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    16.9    17.1    17.8
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    28.4    22.4     0.0
DW(Max)     V       2.0     4.0     5.9     7.9     9.3     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   281.6   222.9     0.0
            V      56.8    71.4    94.3   108.8   119.6   120.4   123.4
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    65.2    79.8    94.3   108.8   119.6   120.4   123.4
            M    2486.8  2270.7  1773.3   994.6   281.6   222.9     0.0
Total     : M+   6438.5  5657.7  4297.5  2375.3   667.0   527.7     0.0
            V      83.9   125.3   175.1   216.5   246.2   248.4   256.5
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    92.2   133.7   175.1   216.5   246.2   248.4   256.5
            M    6319.1  5612.1  4297.5  2375.3   667.0   527.7     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    0.145   0.540   0.955   1.244   1.415   1.474   1.343 
Bottom        -0.117  -0.430  -0.753  -0.971  -1.100  -1.145  -1.047 
 
Prestress
Precast-top    0.100  -0.186  -0.560  -0.925  -1.103  -1.103  -1.103 
Bottom         3.352   3.570   3.848   4.114   4.242   4.242   4.242 
 
Total
Precast-top    0.245   0.354   0.395   0.319   0.312   0.371   0.240 
Bottom         3.236   3.139   3.095   3.143   3.142   3.096   3.195 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.79 %)
             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    2.97   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   0.017   0.021   0.076   0.138   0.182   0.208   0.217 
Precast-top    0.035   0.334   0.383   0.960   1.555   1.880   2.106   2.238 
Bottom         0.664   2.667   2.622   2.079   1.519   1.205   0.994   0.880 
 

 
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    0.145   0.540   0.955   1.244   1.415   1.474   1.343 
Bottom        -0.117  -0.430  -0.753  -0.971  -1.100  -1.145  -1.047 
 
Prestress
Precast-top    0.100  -0.186  -0.560  -0.925  -1.103  -1.103  -1.103 
Bottom         3.352   3.570   3.848   4.114   4.242   4.242   4.242 
 
Total
Precast-top    0.245   0.354   0.395   0.319   0.312   0.371   0.240 
Bottom         3.236   3.139   3.095   3.143   3.142   3.096   3.195 
 
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 = 13.79 %)
             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    2.97   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    2.97   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   0.068   0.086   0.303   0.539   0.701   0.788   0.795 
Precast-top    0.017   0.214   0.250   0.686   1.143   1.416   1.587   1.655 
Bottom         0.332   1.214   1.159   0.507  -0.179  -0.610  -0.860  -0.921 
 

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
    391.5    6.5   67.4    0.933   6.6   6.00e-3 50.0    399.0     1.421    3.520      0.00
      0.0    1.0   66.9     41.9 0.164      29.4 0.87    12.00     0.101    1.515 
Transfer:   3.00
    378.9    6.5   67.4    4.209  29.8  -0.03e-3 28.9    230.4     0.390    1.760      0.00
    785.3    4.2   65.3    189.0 0.154     160.8 4.90    12.00     0.101    1.582 
Critical:   6.07
    362.2    6.5   67.4    5.009  29.8  -0.07e-3 28.7    206.5     0.349    1.760      0.00
   1723.4    5.0   64.9    189.0 0.147     166.1 5.09    12.00     0.101    1.646 
0.1L    :  12.13
    329.6    6.5   67.4    6.510  29.8  -0.07e-3 28.7    172.7     0.295    0.620      0.00
   3514.9    6.5   64.1    189.0 0.134     163.8 5.07    12.00     0.101    1.518 
0.2L    :  24.27
    267.2    6.5   62.5    8.246  29.8  -0.01e-3 29.0    122.8     0.230    0.496      0.00
   6299.0    6.5   59.2    189.0 0.116     144.3 4.84    24.00     0.101    1.480 
0.3L    :  36.40
    206.1    6.5   65.6    8.246  29.8   0.80e-3 31.8    105.3     0.210    0.496      0.00
   8160.6    6.5   62.3    189.0 0.082      93.9 2.99    24.00     0.101    1.628 
0.4L    :  48.53
    146.4    6.5   67.1    8.246   0.0   1.29e-3 33.5     84.4     0.175    0.413      0.00
   9138.7    6.5   63.9    189.0 0.065      78.3 2.44    24.00     0.101    1.706 
0.5L    :  60.67
     88.1    6.5   67.1    8.246   0.0   1.15e-3 33.0     15.1     0.101    0.413      0.00
   9272.6    6.5   63.9    189.0 0.039      82.8 2.57    24.00     0.101    2.921 
0.6L    :  72.80
    146.4    6.5   67.1    8.246   0.0   1.29e-3 33.5     84.4     0.175    0.413      0.00
   9138.7    6.5   63.9    189.0 0.065      78.3 2.44    24.00     0.101    1.706 
0.7L    :  84.93
    206.1    6.5   65.6    8.246  29.8   0.80e-3 31.8    105.3     0.210    0.496      0.00
   8160.6    6.5   62.3    189.0 0.082      93.9 2.99    24.00     0.101    1.628 
0.8L    :  97.06
    267.2    6.5   62.5    8.246  29.8  -0.01e-3 29.0    122.8     0.230    0.620      0.00
   6299.0    6.5   59.2    189.0 0.116     144.3 4.84    24.00     0.101    1.704 
0.9L    : 109.20
    329.6    6.5   67.4    6.510  29.8  -0.07e-3 28.7    172.7     0.295    0.620      0.00
   3514.9    6.5   64.1    189.0 0.134     163.8 5.07    12.00     0.101    1.518 
Critical: 115.26
    362.2    6.5   67.4    5.009  29.8  -0.07e-3 28.7    206.5     0.349    1.760      0.00
   1723.4    5.0   64.9    189.0 0.147     166.1 5.09    12.00     0.101    1.646 
Transfer: 118.33
    378.9    6.5   67.4    4.209  29.8  -0.03e-3 28.9    230.4     0.390    1.760      0.00
    785.3    4.2   65.3    189.0 0.154     160.8 4.90    12.00     0.101    1.582 
Bearing : 120.67
    391.5    6.5   67.4    0.933   6.6   6.00e-3 50.0    399.0     1.421    3.520      0.00
      0.0    1.0   66.9     41.9 0.164      29.4 0.87    12.00     0.101    1.515 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1616.38
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    3.23
 
 
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
    391.5      6.50     67.38    0.96       66.90    24.00      0.300      1.417      0.000      3.520 
Transfer:      2.33
    378.9      6.45     67.38    4.24       65.27    24.00      0.300      1.400      0.000      1.760 
Critical:      5.41
    362.3      6.20     67.38    5.00       64.88    24.00      0.300      1.318      0.000      1.760 
0.1L    :     11.47
    329.6      5.71     67.38    6.47       64.15    24.00      0.300      1.153      0.000      0.620 
0.2L    :     23.60
    267.2      5.01     62.45    6.49       59.21    24.00      0.300      0.921      0.000      0.496 
0.3L    :     35.73
    206.1      3.67     65.58    6.50       62.33    24.00      0.300      0.475      0.000      0.496 
0.4L    :     47.87
    146.4      2.55     67.14    6.50       63.89    24.00      0.300      0.099      0.000      0.413 
0.5L    :     60.00
     88.1      1.53     67.14    6.50       63.89    24.00      0.300      0.000      0.000      0.413 
0.6L    :     72.13
    146.4      2.55     67.14    6.50       63.89    24.00      0.300      0.099      0.000      0.413 
0.7L    :     84.27
    206.1      3.67     65.58    6.50       62.33    24.00      0.300      0.475      0.000      0.496 
0.8L    :     96.40
    267.2      5.01     62.45    6.49       59.21    24.00      0.300      0.921      0.000      0.620 
0.9L    :    108.53
    329.6      5.71     67.38    6.47       64.15    24.00      0.300      1.153      0.000      0.620 
Critical:    114.59
    362.3      6.20     67.38    5.00       64.88    24.00      0.300      1.318      0.000      1.760 
Transfer:    117.67
    378.9      6.45     67.38    4.24       65.27    24.00      0.300      1.400      0.000      1.760 
Bearing :    120.00
    391.5      6.50     67.38    0.96       66.90    24.00      0.300      1.417      0.000      3.520 
 

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      :       1.542  1.80      2.776  2.20      3.393
Self Wt.       :      -0.626  1.85     -1.158  2.40     -1.502
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.916            1.618            1.890
 
At 0.2 x L = 23.60 ft
Prestress      :       2.774  1.80      4.993  2.20      6.102
Self Wt.       :      -1.172  1.85     -2.169  2.40     -2.813
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          :       1.601            2.824            3.289
 
At 0.3 x L = 35.73 ft
Prestress      :       3.651  1.80      6.571  2.20      8.031
Self Wt.       :      -1.586  1.85     -2.933  2.40     -3.806
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          :       2.065            3.638            4.226
 
At 0.4 x L = 47.87 ft
Prestress      :       4.182  1.80      7.527  2.20      9.200
Self Wt.       :      -1.845  1.85     -3.413  2.40     -4.428
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          :       2.337            4.114            4.772
 
At 0.5 x L = 60.00 ft
Prestress      :       4.372  1.80      7.869  2.20      9.617
Self Wt.       :      -1.937  1.85     -3.584  2.40     -4.649
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          :       2.434            4.285            4.968
 
At 0.6 x L = 72.13 ft
Prestress      :       4.182  1.80      7.527  2.20      9.200
Self Wt.       :      -1.845  1.85     -3.413  2.40     -4.428
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          :       2.337            4.114            4.772
 
At 0.7 x L = 84.27 ft
Prestress      :       3.651  1.80      6.571  2.20      8.031
Self Wt.       :      -1.586  1.85     -2.933  2.40     -3.806
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          :       2.065            3.638            4.226
 
At 0.8 x L = 96.40 ft
Prestress      :       2.774  1.80      4.993  2.20      6.102
Self Wt.       :      -1.172  1.85     -2.169  2.40     -2.813
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          :       1.601            2.824            3.289
 
At 0.9 x L = 108.53 ft
Prestress      :       1.542  1.80      2.776  2.20      3.393
Self Wt.       :      -0.626  1.85     -1.158  2.40     -1.502
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.916            1.618            1.890
 

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
   790.6    57.0  5.331  263.4    5.0   4.24   6418.5  0.039T 1.00       -       -     -     -  
H/2     :   2.97
   999.6    57.1  5.539  263.2    5.2   4.40   6672.5  0.037T 1.00       -       -     -     -  
0.1L    :  11.47
  3573.1    59.3  8.246  260.3    7.6   6.47  10032.1  0.024T 1.00       -       -     -     -  
0.2L    :  23.60
  6506.3    62.5  8.246  260.8    7.6   6.49  10609.6  0.024T 1.00    903.9   903.9   11.74    -  
0.3L    :  35.73
  8568.3    65.6  8.246  261.2    7.6   6.50  11187.4  0.024T 1.00    665.5   665.5   16.81    -  
0.4L    :  47.87
  9802.2    67.1  8.246  261.4    7.6   6.50  11476.4  0.024T 1.00    525.2   525.2   21.85    -  
0.5L    :  60.00
 10183.3    67.1  8.246  261.4    7.6   6.50  11476.4  0.024T 1.00    470.1   470.1   24.41    -  
0.6L    :  72.13
  9802.2    67.1  8.246  261.4    7.6   6.50  11476.4  0.024T 1.00    525.2   525.2   21.85    -  
0.7L    :  84.27
  8568.3    65.6  8.246  261.2    7.6   6.50  11187.4  0.024T 1.00    665.5   665.5   16.81    -  
0.8L    :  96.40
  6506.3    62.5  8.246  260.8    7.6   6.49  10609.6  0.024T 1.00    903.9   903.9   11.74    -  
0.9L    : 108.53
  3573.1    59.3  8.246  260.3    7.6   6.47  10032.1  0.024T 1.00   1272.3  1272.3    7.88    -  
H/2     : 117.03
   999.6    57.1  5.539  263.2    5.2   4.40   6672.5  0.037T 1.00       -       -     -     -  
Transfer: 117.67
   790.6    57.0  5.331  263.4    5.0   4.24   6418.5  0.039T 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 1-19; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.066
        M   2.00 Fb     0.128
 
  2   2 E  60.00 Ft     0.361
        M   8.00 Fb     0.071
 
  3   2 E  58.00 Ft     0.643
        M   6.00 Fb     0.026
 
  4   2 E  56.00 Ft     0.911
        M   4.00 Fb    -0.008
 
  5   2 E  54.00 Ft     1.165
        M   2.00 Fb    -0.031
 
  6   2 E   6.00 Ft     1.113
        M   6.00 Fb     0.191
 
  7   2 E   6.00 Ft     1.061
        M   6.00 Fb     0.413
 
  8   2 E   6.00 Ft     1.009
        M   6.00 Fb     0.636
 
  9   2 E   6.00 Ft     0.957
        M   6.00 Fb     0.858
 
 10   2 E   6.00 Ft     0.905
        M   6.00 Fb     1.080
 
 11   2 E   4.00 Ft     0.840
        M   4.00 Fb     1.314
 
 12   2 E   4.00 Ft     0.774
        M   4.00 Fb     1.547
 
 13   2 E   4.00 Ft     0.708
        M   4.00 Fb     1.780
 
 14   2 E   4.00 Ft     0.643
        M   4.00 Fb     2.013
 
 15   2 E   2.00 Ft     0.563
        M   2.00 Fb     2.258
 
 16   2 E   2.00 Ft     0.484
        M   2.00 Fb     2.502
 
 17   2 E   2.00 Ft     0.404
        M   2.00 Fb     2.747
 
 18   2 E   2.00 Ft     0.325
        M   2.00 Fb     2.991
 
 19   2 E   2.00 Ft     0.245
        M   2.00 Fb     3.236
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTE         
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:  38
No. of strands, Draped:   8           No. of strands, Straight:  30
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  8.05 %               Final losses: 14.27 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       3.236     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.245       Trans
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 11476.39    10183.34     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   0.217     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   2.238     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   2.667    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.000     Bearing
    Pre.Bot:  -0.465  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.655     Midspan
    Pre.Bot:                                                             2.400   1.214    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      :       4.372  1.80      7.869  2.20      9.617
Self Wt.       :      -1.937  1.85     -3.584  2.40     -4.649
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          :       2.434            4.285            4.968
 
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

